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GENERAL-Construction of Neeramankadavu Bridge in Pullampara Panchayth of Vamanapuram Constituency-Neeramankadavu Bridge-General Civil Work

Public Works Department

Thiruvananthapuram | Alappuzha, Kerala

Amount: ₹5.9 CrCloses: 14 Oct 20263d left

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Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹5.9 Cr

EMD Value

₹2 L

Closing Date

14 Oct 2026, 2:00 pm3d left

Tender Inviting Organisation

Name

The Superintending Engineer

Address

O/o the Superintending Engg,PWD Bridges south circle, Alappuzha

Work Description

General civil work

Tender Information

Tender ID

2026_PWD_870116_2

Reference Number

PWD/BR/TR/14872/2024_5_1_1/RC 1/1

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

547 days

Location

Thiruvananthapuram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredStandard Bidding Document (.pdf)

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

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VII of bid docum (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VII of bid document (.pdf)

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

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VII of bid document (.pdf)

RequiredEMD Exemption Certificate, if any (.pdf)

RequiredExperience Certificates as per clause 2.4 of section-6 of bid document (.pdf)

RequiredMoU as per Part VI of bid document (.pdf)

RequiredBank Certificate as per clause 2.6 of Part VI (.pdf)

RequiredBidder valid registration certificate in Kerala PWD, CPWD or other approved agencies as per clause 1 (.pdf)

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

RequiredGST Registration Certificate (.pdf)

RequiredDocuments regarding Pre-qualification information in Part-VI (.pdf)

RequiredAny other documents required for PQ acceptance (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (62 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1App A - BRIDGE PROPER
1.001	12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	299.44	cum	-	-
1.002	12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means	141.9	cum	-	-
1.003	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	21.97	cum	-	-
1.004	OD98894/2026-2027:Putting up ring bund of top width 1.00m, bottom width 2.0m filling with puddle clay to a height of 3.00m. including driving down Z/U type MS sheet piles of 6.00 height on two sides to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 3.00 m. for ensuring sufficient anchorage including dismantling the bund, driven out sheet pile after completion of the work etc. complete as directed by the deptl. officers at site Details of bund for a length of 20.00m. Volume of bund =(1+2)/2 x 3.0 x 20.0=90 cu.m Z type sheet pile = 2x6x20 = 240 sq.m weight sheet pile = 240x123.10 Kg = 29544 kg Add 2% wastage = 590.88 kg Total = 30134.88kg Net. Quantity if used 10 times =30134.88/10 = 3013.488kg Driving down area = 2x3x20 = 120 sq.m (From CTE approved OD 5.5, Only size of Ring bund changed)	39	metre	-	-
1.005	OD98897/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work .etc. complete.	70	metre	-	-
1.006	OD98895/2026-2027:Providing Temporary Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc complete for protection of adjacent structures, road and removing the same after work as per the directions of depatmental offices at site. (CTE approved OD SL No 7.1)	63	sqm	-	-
1.007	12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location	50	metre	-	-
1.008	12.8.G.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer	290.63	cum	-	-
1.009	OD97627/2026-2027:Providing Dowel bars of 25mm dia 2.5m long at about 100cm c/c at bottom of abutment keeping 1.50m into rock and 1.0m length within cement concrete after drilling holes in granite rock including all cost and conveyance of materials, cutting rods of required length and fixing in position with cement grout 1:2 etc as directed by the department officers	130	each	-	-

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 • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.47 MB

BOQ_1490468.xls

BOQ • 0.35 MB

FOT.pdf

Additional Documents • 0.23 MB

IntegrityPact.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1App A - BRIDGE PROPER
1.001	12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	299.44	cum	-	-
1.002	12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means	141.9	cum	-	-
1.003	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	21.97	cum	-	-
1.004	OD98894/2026-2027:Putting up ring bund of top width 1.00m, bottom width 2.0m filling with puddle clay to a height of 3.00m. including driving down Z/U type MS sheet piles of 6.00 height on two sides to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 3.00 m. for ensuring sufficient anchorage including dismantling the bund, driven out sheet pile after completion of the work etc. complete as directed by the deptl. officers at site Details of bund for a length of 20.00m. Volume of bund =(1+2)/2 x 3.0 x 20.0=90 cu.m Z type sheet pile = 2x6x20 = 240 sq.m weight sheet pile = 240x123.10 Kg = 29544 kg Add 2% wastage = 590.88 kg Total = 30134.88kg Net. Quantity if used 10 times =30134.88/10 = 3013.488kg Driving down area = 2x3x20 = 120 sq.m (From CTE approved OD 5.5, Only size of Ring bund changed)	39	metre	-	-
1.005	OD98897/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work .etc. complete.	70	metre	-	-
1.006	OD98895/2026-2027:Providing Temporary Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc complete for protection of adjacent structures, road and removing the same after work as per the directions of depatmental offices at site. (CTE approved OD SL No 7.1)	63	sqm	-	-
1.007	12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location	50	metre	-	-
1.008	12.8.G.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer	290.63	cum	-	-
1.009	OD97627/2026-2027:Providing Dowel bars of 25mm dia 2.5m long at about 100cm c/c at bottom of abutment keeping 1.50m into rock and 1.0m length within cement concrete after drilling holes in granite rock including all cost and conveyance of materials, cutting rods of required length and fixing in position with cement grout 1:2 etc as directed by the department officers	130	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1App A - BRIDGE PROPER

1.001

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

299.44

cum

1.002

12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means

141.9

cum

1.003

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

21.97

cum

1.004

OD98894/2026-2027:Putting up ring bund of top width 1.00m, bottom width 2.0m filling with puddle clay to a height of 3.00m. including driving down Z/U type MS sheet piles of 6.00 height on two sides to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 3.00 m. for ensuring sufficient anchorage including dismantling the bund, driven out sheet pile after completion of the work etc. complete as directed by the deptl. officers at site Details of bund for a length of 20.00m. Volume of bund =(1+2)/2 x 3.0 x 20.0=90 cu.m Z type sheet pile = 2x6x20 = 240 sq.m weight sheet pile = 240x123.10 Kg = 29544 kg Add 2% wastage = 590.88 kg Total = 30134.88kg Net. Quantity if used 10 times =30134.88/10 = 3013.488kg Driving down area = 2x3x20 = 120 sq.m (From CTE approved OD 5.5, Only size of Ring bund changed)

metre

1.005

OD98897/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work .etc. complete.

metre

1.006

OD98895/2026-2027:Providing Temporary Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc complete for protection of adjacent structures, road and removing the same after work as per the directions of depatmental offices at site. (CTE approved OD SL No 7.1)

sqm

1.007

12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location

metre

1.008

12.8.G.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer

290.63

cum

1.009

OD97627/2026-2027:Providing Dowel bars of 25mm dia 2.5m long at about 100cm c/c at bottom of abutment keeping 1.50m into rock and 1.0m length within cement concrete after drilling holes in granite rock including all cost and conveyance of materials, cutting rods of required length and fixing in position with cement grout 1:2 etc as directed by the department officers

130

each