Kerala

AOC

Works

Civil Works - Buildings

LAC-ADS- LAC ADS 2021-22, 2024-25 and 2025-26 -Construction of Multi storied building for KSRTC Depot Guruvayur in Guruvayur Constituency -Phase 1-Work-Composite Work

Public Works Department

Guruvayoor | Thrissur, Kerala

Amount: ₹3.3 CrCloses: 21 Mar 2026Closed

Timeline

Published7 Mar 2026
Closed21 Mar 2026
Technical Evaluation23 Mar 2026
Awarded21 Jul 2026

Bids

Percentage

1 Bid21 Jul 2026

#	Company	Amount	Rank	Status
1	KP SUNNY L1₹3.3 CrAccepted-AOC	₹3.3 Cr Quoted ₹3.6 Cr	L1	Accepted-AOC L1 Negotiated amount

Tender Value

₹3.3 Cr

EMD Value

₹1 L

Closing Date

21 Mar 2026, 11:30 amClosed

Tender Inviting Organisation

Name

O/o. Superintending Engineer, PWD B C C Thrissur

Address

O/o. Superintending Engineer, PWD B C C Thrissur

Work Description

Construction of Multi storied building for KSRTC Depot

Tender Information

Tender ID

2026_PWD_828249_3

Reference Number

PWD/BLDG/TR/22985/2025_23_2_1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Percentage

Period of Work

420 days

Location

Guruvayoor

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

Required1. Duly filled and signed copy of preliminary agreement (.pdf)

Required2. Duly filled and signed copy of Affidavit. (.pdf)

Required3. Duly filled and signed copy of Forms and declaration (.pdf)

Required4. Duly filled and signed copy of requisition for e payment form (.pdf)

Required5. Duly filled and signed copy of Integrity pact (.pdf)

Required6. Valid GST Registration certificate. (.pdf)

Required7. Instructions to bidders. (.pdf)

Required8. Signed copy of NIT. (.pdf)

Required9. Duly filled and signed SBD. (.pdf)

Required10. Bidders valid registration certificate (License), (.pdf)

Required11. Scanned copy of tender fee details. (.pdf)

Required12. Machinery Details (.pdf)

Required13. Experience details (.pdf)

Required14. Undertaking of Electrical works with license (.pdf)

Required15. Undertaking of Fire fighting works with license (.pdf)

Finance

Required1. Bill of Quantities. (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

O/o. Superintending Engineer, PWD B C C Thrissur

Important Dates

Last Activity

21 Jul 2026

Published

7 Mar 2026

Bid Opening

23 Mar 2026

Download Starts

7 Mar 2026

Download Ends

21 Mar 2026

Submission Starts

7 Mar 2026

Pre-Bid Meeting

13 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (218 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KSRTC DEPO GURUVAYUR(Civil work)
1.001	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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	257.63	-
1.002	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	1	cum	131.02	₹130.89
1.003	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	0.6	sqm	166.65	₹99.99
1.004	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	1	sqm	182.54	₹182.36
1.005	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	-	hour	345.54	-
1.006	OD266889/2025-2026:(Based on data 20.2.2 and 5.34.1) Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles (Note: Excess/less of extra cement used by then contractor is not payable/recoverable seperately as per circular no : CE/BL/GL/6541/2015 dtd 30.8.2017) Note:- Cement content considered in M-30 is @ 340 kg/cum	-	metre	3,038.29	-
1.007	20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	38,253.54	-
1.008	20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	72,144.83	-
1.009	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)	1	cum	7,932.89	₹7,924.96

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.06 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.04 MB

1PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.51 MB

viewsbd.pdf

Tender Documents • 2.20 MB

2Affidavit.pdf

Tender Documents • 0.43 MB

3PartVIIFormsandDeclarations.pdf

Tender Documents • 0.19 MB

5Instructiontobidders.pdf

Tender Documents • 0.47 MB

gst.pdf

Tender Documents • 0.45 MB

Elecundertaking.pdf

Tender Documents • 0.27 MB

UNDERTAKINGFire.pdf

Tender Documents • 0.33 MB

epayment.pdf

Tender Documents • 0.04 MB

Integritypact.pdf

Tender Documents • 0.01 MB

elecdeclaration.pdf

Tender Documents • 0.35 MB

BOQ_1426879.xls

BOQ • 0.63 MB

machinerydetails.pdf

Tender Documents • 0.18 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

KP SUNNY

L1₹3.3 CrAccepted-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1KSRTC DEPO GURUVAYUR(Civil work)
1.001	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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	257.63	-
1.002	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	1	cum	131.02	₹130.89
1.003	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	0.6	sqm	166.65	₹99.99
1.004	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	1	sqm	182.54	₹182.36
1.005	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	-	hour	345.54	-
1.006	OD266889/2025-2026:(Based on data 20.2.2 and 5.34.1) Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles (Note: Excess/less of extra cement used by then contractor is not payable/recoverable seperately as per circular no : CE/BL/GL/6541/2015 dtd 30.8.2017) Note:- Cement content considered in M-30 is @ 340 kg/cum	-	metre	3,038.29	-
1.007	20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)	-	per test	38,253.54	-
1.008	20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)	-	per test	72,144.83	-
1.009	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)	1	cum	7,932.89	₹7,924.96

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1KSRTC DEPO GURUVAYUR(Civil work)

1.001

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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

cum

257.63

1.002

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

cum

131.02

₹130.89

1.003

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

0.6

sqm

166.65

₹99.99

1.004

2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

sqm

182.54

₹182.36

1.005

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

hour

345.54

1.006

OD266889/2025-2026:(Based on data 20.2.2 and 5.34.1) Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles (Note: Excess/less of extra cement used by then contractor is not payable/recoverable seperately as per circular no : CE/BL/GL/6541/2015 dtd 30.8.2017) Note:- Cement content considered in M-30 is @ 340 kg/cum

metre

3,038.29

1.007

20.6.2.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)

per test

38,253.54

1.008

20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity)

per test

72,144.83

1.009

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)

cum

7,932.89

₹7,924.96