Kerala

AOC

Works

Civil Works - Buildings

GENERAL-POST METRIC HOSTEL, KASARAGOD (MALE)-Repair works-General Civil Work

Public Works Department

Kasaragod, Kerala

Amount: ₹16.5 LCloses: 4 Nov 2025Closed

Bids

Item Rate

2 Bids18 Feb 2026

#	Company	Amount	Rank	Status
1	L1₹13.6 LAccepted-AOC	₹13.6 L	L1	Accepted-AOC Accepted
2	L2₹14.1 LRejected-AOC E I HOUSE ERTHUMKADAVU MUTATHODY POST KASARAGOD 671121 \| KASARAGOD \| KASARAGOD \| KERALA \| 671121	₹14.1 L	L2	Rejected-AOC Rejected

BoQ Line Items

Line Items (30)

Sl No	Description	Qty	Unit	E I MUHAMMED L2	ASHIF T.A L1
1.00CRITICAL REPAIR WORKS
1.00	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.	27.04	cum	2,949.97 ₹79,773.09	2,851.18 ₹77,101.61
1.00	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	60.1	sqm	45.4 ₹2,728.36	43.88 ₹2,637.01
1.00	22.7.1:Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in Charge:With average thickness of 120 mm and minimum thickness at khurra as 65 mm	60.1	sqm	1,534.31 ₹92,205.89	1,482.93 ₹89,118.16
1.00	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	1,118.05	kg	150.27 ₹1.7 L	145.24 ₹1.6 L
1.00	12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	150.24	sqm	676.57 ₹1.0 L	653.91 ₹98,243.44
1.01	OD62617/2025-2026:Engaging man coolie for various works such as cleaning building surroundings ,light bushes and jungle cutting ,sanitary works and necessary man power works including all equipment charges...	4	Day	869.41 ₹3,477.64	840.3 ₹3,361.20
1.01	OD62618/2025-2026:Engaging fitter(Grade 1) for repair in plumbing works.	10	each	1,056.77 ₹10,567.70	1,021.38 ₹10,213.80
1.01	15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved	27.04	cum	220.97 ₹5,975.47	213.57 ₹5,775.36
1.01	13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture	170.81	sqm	141.11 ₹24,103.70	136.39 ₹23,297.46

Tender Value

₹16.5 L

EMD Value

₹41,294

Closing Date

4 Nov 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

The Exe.Engineer,PWD Building Division,Kasaragod

Address

Office of the Exe.Engineer,PWD Building Division,Kasaragod

Work Description

GENERAL-POST METRIC HOSTEL, KASARAGOD (MALE)-Repair works-General Civil Work

Tender Information

Tender ID

2025_PWD_816056_1

Reference Number

PWD/BLDG/EST/15489/2024_5_2_1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Period of Work

180 days

Location

kasaragod

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

Required1. Bid security fee remittance slip (size maximum 1 MB) (.pdf)

Required2. Duly filled and signed Bid submission letter as per item no 1 , Part VI(size maximum 1 MB) (.pdf)

Required3. Duly filled and signed Preliminary agreement as per item no 2 part VI(size maximum 1 MB) (.pdf)

Required4. Duly filled and signed Integrity pact certificate as per item no 3, Part VI(maximum 1 MB) (.pdf)

Required5. Duly filled and signed Affidavit as per item no 4, Part VI(size maximum 1 MB) (.pdf)

Required6. Requisition for e-payment as per item no 6, part VI(size maximum 1 MB) (.pdf)

Required7. Self-attested copy of Bidder valid registration certificate with PAN card(size maximum 1 MB) (.pdf)

Required8. Bid Document with NIT(size maximum 1 MB) (.pdf)

Required9. Bid submission fee remittance slip(size maximum 1 MB) (.pdf)

Required10. BOQ or Tender schedule(size maximum 1 MB) (.xls)

Required11. GST Certificate (size maximum 1 MB) (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹41,294

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Feb 2026

Published

28 Oct 2025

Bid Opening

7 Nov 2025

Download Starts

28 Oct 2025

Download Ends

4 Nov 2025

Submission Starts

28 Oct 2025

BOQ Preview

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Work Name:GENERAL-POST METRIC HOSTEL, KASARAGOD (MALE)-Repair works-General Civil Work

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osing the defective /corroded reinforcement of the concrete , Removal of the defective concrete across the bar should be atleast 2mm beyond the defective bar so that the reinforcing bar can be cleaned with emery ribbon , wire brush etc. after cleaning the bar wash the bar with clean water and collect all the spalled / fallen concrete. Measurement is calculated for whole exposed area, including cost of materials, labour charges, conveyance of materials to site hire charges of tools etc complete.26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diametermetre26.29.2:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameterú14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .V14.75:Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.ûOD62616/2025-2026:Desludging the existing septic tank and collecting in a movable tank by using pump set and disposal and cultivate of waste (solid and water) far away from the site including all cost of equipment and labour charge etc., are complete.È10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.kilogram450.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall450.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall550.18.7.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall*50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wallæOD82031/2025-2026:Repair of inspection chamber of size 60 x 60 cm inside and depth of not exceeding 120 cm with 20 cm thick laterite wall in CM 1:6 over with a base cement concrete 1:4:8 using 40 mm B.S 10 cm thick and forming channel and wearing coat with c.c 1:2:4 and plastering cm 1:3 12 mm thick with a neat cement flushing coat for inside and out side with covering slab of R.C.C 1:1.5:3 ,10 cm thick including all cost of materials ,labour and conveyance charges etc, complete...18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal borey9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).PAINTING WORKS13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)§OD81982/2025-2026:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.¢OD81991/2025-2026:Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade: One or more coats on old work

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.63 MB

BOQ_1366717.xls

BOQ • 0.33 MB

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