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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | ₹1.9 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY Joseph Varkey |
| Sl No | Description | Qty | Unit | Joseph Varkey L1 |
|---|---|---|---|---|
| 1.00Construction of name board | ||||
| 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 | 2.3 | cum | 395.33 ₹909.26 |
| 1.00 | 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) | 0.3 | cum | 8,718.24 ₹2,615.47 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.48 | sqm | 424.38 ₹2,749.98 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 14 | sqm | 1,108.39 ₹15,517.46 |
| 1.00 | 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) | 0.92 | cum | 11,527.15 ₹10,558.87 |
| 1.01 | 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 derived from natural sources) | 1.12 | cum | 14,036.62 ₹15,791.20 |
| 1.01 | 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 | 158.7 | kilogram | 123.56 ₹19,608.97 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 10.64 | sqm | 348.72 ₹3,710.38 |
| 1.01 | 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 | 97.8 | kg | 205.56 ₹20,103.77 |
Tender Value
₹1.7 L
EMD Value
₹4,210
Closing Date
6 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDP-2025-26 -KAMAKSHY G P - GOVT H S KAMANAM-1112/26-General Civil Work- RE TENDER
2026_LSGD_839819_30
17/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
120 days
KAMAKSHY GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,210
Yes
23 Jun 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
26 Feb 2026 - 6 Mar 2026
Construction of name board
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
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 derived from natural sources)
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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
OD232917/2025-2026:Providing and fixing projected 2D Acrylic Letter Signage on ACP cladding with best quality multiwood and acrylic sheet of approved brand and manufactured as directed by dept.
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
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
OD234470/2025-2026:Designing, fabricating, testing, installing and fixing in position Curtain wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear projections of the building, for all the heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it water tight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with kynar 500 based PVDF/Lumiflon based fluoropolymer resin coating of approved colotir and shade on face # 1 and polymer (service) on face # 2 as specified using stainless steel screws, nuts, bolts, washer, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of aluminium alloy 6005 T5/MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS316, Nylon seperators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour components, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and prouction of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The contractor shall provide curtain wall with aluminium composite panel cladding, having aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. 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 the approved 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured sqm. up to two decimal places.
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