Kerala

AOC

Works

Civil Works - Buildings

Construction of New Building for NHM Training Centre at Kozhikode (SH Civil, Plumbing and Electrical Works)

INKEL Limited

Chevayoor | Kozhikode, Kerala

Amount: ₹2.2 CrCloses: 27 Mar 2026Closed

Timeline

Published12 Mar 2026
Closed27 Mar 2026
Technical Evaluation7 May 2026
Financial Evaluation7 Jul 2026
Awarded17 Jul 2026

Bids

Item Rate

4 Bids17 Jul 2026

#	Company	Amount	Rank	Status
1	SAPIENT INFRA PVT LTD L1₹2.0 CrAccepted-AOC	₹2.0 Cr	L1	Accepted-AOC L1 Bidder
2	mohammed razin vp L2₹2.1 CrRejected-AOC	₹2.1 Cr	L2	Rejected-AOC L2 Bidder
3	TECHNO LINE INFRASTRUTERS AND DEVOLOPERS PRIVATE LTD L3₹2.3 CrRejected-Finance	₹2.3 Cr	L3	Rejected-Finance L3 Bidder
4	RAHMATHULLA K K L4₹2.4 CrRejected-Finance	₹2.4 Cr	L4	Rejected-Finance L4 Bidder

BoQ Comparative

Line Items (189)

Sl No	Description	Qty	Unit	RAHMATHULLA K K L4	SAPIENT INFRA PVT LTD L1	TECHNO LINE INFRASTRUTERS AND DEVOLOPERS PRIVATE LTD L3	mohammed razin vp L2
1.00CIVIL WORKS PILE FOUNDATION
1.01	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M -30 (Min Cement quantity -400kg/m3) of specified diameter and length below 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 Crawler mounted, telescopic boom hydraulic pilling Rig 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). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles	190	metre	6,166 ₹11,71,540	5,100 ₹9,69,000 Lowest	7,500 ₹14,25,000	5,337 ₹10,14,030
1.02	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M -30 (Min Cement quantity -400kg/m3) of specified diameter and length below 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 Crawler mounted, telescopic boom hydraulic pilling Rig 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). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.700 mm dia piles	400	metre	8,393 ₹33,57,200	6,940 ₹27,76,000 Lowest	8,000 ₹32,00,000	7,264 ₹29,05,600
1.03	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)	2	per test	72,760 ₹1,45,520	60,169 ₹1,20,338 Lowest	1,60,000 ₹3,20,000	62,973 ₹1,25,946
1.04	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)	2	per test	38,615.1 ₹77,230.2	31,903 ₹63,806 Lowest	1,60,000 ₹3,20,000	33,390 ₹66,780
2.00EARTH WORK
2.01	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	464.1	cum	259.8 ₹1,20,573.7	214 ₹99,317.83 Lowest	300 ₹1,39,230.6	225 ₹1,04,422.95
2.02	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	144.3	cum	362.79 ₹52,349.15	299 ₹43,144.5 Lowest	300 ₹43,288.8	314 ₹45,308.94
2.03	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	86.83	cum	132.1 ₹11,469.58	109 ₹9,463.93 Lowest	200 ₹17,365	114 ₹9,898.05
2.04	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	365.03	cum	321.1 ₹1,17,212.42	265 ₹96,734.01	250 ₹91,258.5 Lowest	278 ₹1,01,479.45

Tender Value

₹2.2 Cr

EMD Value

₹1 L

Closing Date

27 Mar 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Managing Director, INKEL Limited

Address

1st Floor, Ajiyal Complex, Post Office Road, Kakkanad, Cochin - 682030

Work Description

Civil, Plumbing and Electrical works

Tender Information

Tender ID

2026_INKEL_846951_1

Reference Number

NIT/INKEL/NHM/2025-26/356 dated 12/03/2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

365 days

Location

Chevayoor

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per Tender Document

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of remittance towards bid submission fee and Bid Security. (.pdf)

RequiredSelf-attested Copy of the bidders valid registration certificate in Kerala PWD,CPWD or others (.pdf)

RequiredAn undertaking regarding execution of all the components of the work using registered Contractors (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item No-1 Part-VI of this bid document (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item No-2 Part-VI of this bid document. (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item No-3 Part-VI of this bid (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item No-4 Part-VI of this bid document. (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item No-6 Part-VI of this bid (.pdf)

RequiredAny other relevant information with testimonials including PAN (.pdf)

RequiredSelf attested copy of the bidders valid GST registration certificates issued by Govt. of India. (.pdf)

RequiredDigitally signed bid document with bid document with NIT and sections from I to VIII (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,850

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Aug 2026

Published

12 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

13 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

19 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (189 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORKS PILE FOUNDATION
1.01	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M -30 (Min Cement quantity -400kg/m3) of specified diameter and length below 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 Crawler mounted, telescopic boom hydraulic pilling Rig 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). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles	-	metre	-	-
1.02	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M -30 (Min Cement quantity -400kg/m3) of specified diameter and length below 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 Crawler mounted, telescopic boom hydraulic pilling Rig 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). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.700 mm dia piles	-	metre	-	-
1.03	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	-	-
1.04	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	-	-
2EARTH WORK
2.01	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	0.8	cum	-	-
2.02	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	0.4	cum	-	-
2.03	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	-	-
2.04	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	0.6	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.24 MB

Work Item Documents

Tenderdoc.pdf

Tender Documents • 0.85 MB

Addnlspec.pdf

Tender Documents • 0.23 MB

Drwng.pdf

Tender Documents • 4.78 MB

BOQ_1431053.xls

BOQ • 0.50 MB

Soilreport.pdf

Additional Documents • 0.58 MB

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