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HWPT/Civil/Plant/15/2026

Heavy Water Board

HWP TUTICORIN | Tuticorin, Tamil Nadu

Amount: ₹54.7 LCloses: 13 Oct 20263d left

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Timeline

Published28 Sept 2026
Closes13 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹54.7 L

EMD Value

₹1.1 L

Closing Date

13 Oct 2026, 3:30 pm3d left

Tender Inviting Organisation

Name

GM HWPT

Address

HWP, Tuticorin

Work Description

Paver block pavement works at HWP(T) - Phase I

Tender Information

Tender ID

2026_HWB_927858_1

Reference Number

HWPT/CIVIL/PLANT/15/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

HWP TUTICORIN

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTender Document (.pdf)

RequiredDrawings (.pdf)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

23 Oct 2026

Download Starts

28 Sept 2026

Download Ends

13 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation to required level and profile for paver block works/pedestals/kerb wall/under floor in all types of soils, red gravel fill other than soft and hard rock upto a depth not exceeding 1.00 M from original average ground level, back filling in plinth and around foundations with excavated soil in layers not exceeding 150 MM, watering, consolidating including disposing off surplus earth within a distance of 500 Mts etc., all complete as per drawings, specifications and as directed by the Engineer.
2Providing and laying plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) using 40/20 mm nominal size stone aggregate of approved quality for foundations, kerb wall including form work, consolidation, leveling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer.
3Providing and laying brick Masonry in storm water drain/kerb wall with Cement mortar 1:6 (1 cement: 6 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
4Providing and laying 115 mm thick brick masonry in kerb wall/collection pits/storm water drains with cement mortar 1:4 ( 1 cement : 4 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, hacking cc floor, key in existing brick wall, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
5Providing and laying 12 mm thick plaster in Cement mortar 1:6 ( 1 Cement : 6 coarse sand) on concrete/brick masonry surfaces including hacking of concrete surfaces, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
6Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by mechanical means in Sub base on well prepared surface and compacting with 10 to 12 tonne capacity vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.
7Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by manual means in Sub base on well prepared surface and compacting with 02 to 03 tonne capacity earth rammer to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.
8Providing and laying factory made chamfered edge 80mm thick (minimum) cement concrete paver blocks of M-35 grade (minimum) in drive ways of heavy vehicle (40 MT) of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand / 6 - 10 mm hard stone aggregates, compacting and proper embedding/laying of inter locking paver blocks into the sand / stone aggregates bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size pattern, finishing and sweeping extra sand etc., all complete as per drawings, specifications and as directed by the Engineer.
9Providing, laying and fixing in position Fe 500-D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks etc., all complete as per drawings, specifications and as directed by the Engineer.
10Providing and laying cast - in - situ machine mixed cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) reinforced cement concrete for pedestals, pavement including shuttering, required alignment, consolidating, finishing, curing etc., all complete as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.78 MB

Work Item Documents

TenderDocuments.pdf

Tender Documents • 12.93 MB

Drawings.pdf

Additional Documents • 1.34 MB

BOQ_975068.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation to required level and profile for paver block works/pedestals/kerb wall/under floor in all types of soils, red gravel fill other than soft and hard rock upto a depth not exceeding 1.00 M from original average ground level, back filling in plinth and around foundations with excavated soil in layers not exceeding 150 MM, watering, consolidating including disposing off surplus earth within a distance of 500 Mts etc., all complete as per drawings, specifications and as directed by the Engineer.
2Providing and laying plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) using 40/20 mm nominal size stone aggregate of approved quality for foundations, kerb wall including form work, consolidation, leveling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer.
3Providing and laying brick Masonry in storm water drain/kerb wall with Cement mortar 1:6 (1 cement: 6 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
4Providing and laying 115 mm thick brick masonry in kerb wall/collection pits/storm water drains with cement mortar 1:4 ( 1 cement : 4 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, hacking cc floor, key in existing brick wall, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
5Providing and laying 12 mm thick plaster in Cement mortar 1:6 ( 1 Cement : 6 coarse sand) on concrete/brick masonry surfaces including hacking of concrete surfaces, curing etc., all complete as per drawings, specifications and as directed by the Engineer.
6Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by mechanical means in Sub base on well prepared surface and compacting with 10 to 12 tonne capacity vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.
7Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by manual means in Sub base on well prepared surface and compacting with 02 to 03 tonne capacity earth rammer to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.
8Providing and laying factory made chamfered edge 80mm thick (minimum) cement concrete paver blocks of M-35 grade (minimum) in drive ways of heavy vehicle (40 MT) of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand / 6 - 10 mm hard stone aggregates, compacting and proper embedding/laying of inter locking paver blocks into the sand / stone aggregates bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size pattern, finishing and sweeping extra sand etc., all complete as per drawings, specifications and as directed by the Engineer.
9Providing, laying and fixing in position Fe 500-D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks etc., all complete as per drawings, specifications and as directed by the Engineer.
10Providing and laying cast - in - situ machine mixed cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) reinforced cement concrete for pedestals, pavement including shuttering, required alignment, consolidating, finishing, curing etc., all complete as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work excavation to required level and profile for paver block works/pedestals/kerb wall/under floor in all types of soils, red gravel fill other than soft and hard rock upto a depth not exceeding 1.00 M from original average ground level, back filling in plinth and around foundations with excavated soil in layers not exceeding 150 MM, watering, consolidating including disposing off surplus earth within a distance of 500 Mts etc., all complete as per drawings, specifications and as directed by the Engineer.

2Providing and laying plain cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) using 40/20 mm nominal size stone aggregate of approved quality for foundations, kerb wall including form work, consolidation, leveling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer.

3Providing and laying brick Masonry in storm water drain/kerb wall with Cement mortar 1:6 (1 cement: 6 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, curing etc., all complete as per drawings, specifications and as directed by the Engineer.

4Providing and laying 115 mm thick brick masonry in kerb wall/collection pits/storm water drains with cement mortar 1:4 ( 1 cement : 4 coarse sand) using common burnt clay bricks of class designation 7.5 including racking of joints, hacking cc floor, key in existing brick wall, curing etc., all complete as per drawings, specifications and as directed by the Engineer.

5Providing and laying 12 mm thick plaster in Cement mortar 1:6 ( 1 Cement : 6 coarse sand) on concrete/brick masonry surfaces including hacking of concrete surfaces, curing etc., all complete as per drawings, specifications and as directed by the Engineer.

6Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by mechanical means in Sub base on well prepared surface and compacting with 10 to 12 tonne capacity vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.

7Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) in layers of 200 mm thick including premixing the materials with water at OMC in mechnanical mix plant, carriage of mixed material by tipper to site, laying in layers of specified thickness by manual means in Sub base on well prepared surface and compacting with 02 to 03 tonne capacity earth rammer to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., all complete as per clause 406 of MORTH Rev-5, drawings and as directed by the Engineer.

8Providing and laying factory made chamfered edge 80mm thick (minimum) cement concrete paver blocks of M-35 grade (minimum) in drive ways of heavy vehicle (40 MT) of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand / 6 - 10 mm hard stone aggregates, compacting and proper embedding/laying of inter locking paver blocks into the sand / stone aggregates bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size pattern, finishing and sweeping extra sand etc., all complete as per drawings, specifications and as directed by the Engineer.

9Providing, laying and fixing in position Fe 500-D grade TMT reinforcement steel of M/s.SAIL/TATA/VIZAG brand conforming to IS 1786 for all reinforced cement concrete works including cutting, bending, supplying and binding with 16 gauge MS annealed wire, supplying and laying spacer blocks etc., all complete as per drawings, specifications and as directed by the Engineer.

10Providing and laying cast - in - situ machine mixed cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) reinforced cement concrete for pedestals, pavement including shuttering, required alignment, consolidating, finishing, curing etc., all complete as per drawings, specifications and as directed by the Engineer, but excluding cost of reinforcement steel.