Tender For Sc Corpus Fund-Sc Development Aiswarya Gramam Padhathy 2025-26 P Akuda Block -Idamanakkunnu Nagar In Palakuzha Gp-General Civil Work
Tender Value
7.16 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
6 days left
EMD
17924
Bank guarantee accepted
Document Fee
1585
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Sc Corpus Fund-Sc Development Aiswarya Gramam Padhathy 2025-26 P Akuda Block -Idamanakkunnu Nagar In Palakuzha Gp-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Kudivella padhathy |
| 2 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 3 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 4 | 13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 5 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 6 | 22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm. |
| 7 | 11.41A.1.1: Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of sizeSize of Tile 600 x 600 mm |
| 8 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 9 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 10 | 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 |
| 11 | 19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg |
| 12 | 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 |
| 13 | OD181854/2026-2027:Designing, fabricating, testing, protection, installing and fixing in position semi (grid)unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of thebuilding for all heights and all levels, including:Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate3Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to theRCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts,nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of therequired capacity and in required numbers. Providing and filling, two-part pump filled, structural siliconesealant and one part weather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, settingblocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design,within and all around the perimeter for holding glass. Providing and fixing in position flashings of solidaluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to sealthe gap between the building structure and all its interfaces with curtain glazing to make it watertight.Makingprovision for drainage of moisture/ water that enters the curtain glazing system to make it watertight,providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and ofrequired numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating andinstallation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental chargesincluding wastages etc., enabling temporary structures and services, cranes or cradles etc.The cost ofproviding extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in thegrooves of the curtain glazing and glass is INCLUSIVE. However, for the purpose of payment, only the actualarea of structural glazing (including width of grooves) on the external face shall be measured in sqm up totwo decimal places. (OD 88/21-22 Modified 25.2) |
| 14 | 18.13.2:Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:50 to 80 mm nominal bore |
| 15 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 16 | 51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 65 mm nominal dia |
| 17 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 18 | OD180912/2026-2027:Engaging Man coolies |
| 19 | OD507296/2025-2026:Installing 5 HP submersible pump for maximum 75 in 3 phase up to maximum head including all fittings |
| 20 | 15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats |
| 21 | 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 |
| 22 | OD177894/2026-2027:Supplying and fixing in place granite nameboard of slab area less than .9 sqm including engraving and painting letters etc complete as per direction of Engineer in charge at site Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender