Shipping Government Departments Closing in 3 days TDR #57406765

Tender For General-Upgradation Of Coastal Road In Alappuzha District- Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality- Balance Work-Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality - Balance Work-General

Issued by Government Departments · Alappuzha, Kerala
Tender Value
73.13 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
3 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Alappuzha → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for General-Upgradation Of Coastal Road In Alappuzha District- Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality- Balance Work-Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality - Balance Work-General Civil Work

BOQ

Name of Work:- GENERAL-Upgradation of coastal road in Alappuzha District- Chettiyanmodi-Poomalachal road in Ward no.18 of Chengannur Municipality- Balance work-Chettiyanmodi-Poomalachal road in Ward no.18 of Chengannur Municipality - Balance work-General Civil Work
Sl. No. Item Description
12.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
2OD5380/2026-2027:Scarifyng the existing bituminuos surface road to a depth of 150mm and its rerolling with three wheel static roller to required compaction as per the department officers at site including all materials cost conveyance labour charges hire charges etc complete.
34.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
45.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
55.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
65.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
711.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
811.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
911.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
1011.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
1111.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
123.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1310.4.B:Direction and place identification signs more than 0.90 sqm sign board <br>B. Semi-Reflective Traffic signs <br>Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
14inauguration stone
1516.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
1616.21:Engraving letters in hard stone
17side protection wall
18OD5381/2026-2027:Granular sub-base/base/surface course with quarry muck /quarry waste by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with appropriate machiney on prepared surface, mixing by mix in place method with rotavator or any means and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
1910.20:Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
2010.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
21side protection wall DAR
222.8.1: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
2360.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
24OD3873/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling upto plinth level with:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)Details of cost for 1 cum<br>MATERIAL Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57406765
AUTHORITY Government Departments
TENDER VALUE 73.13 Lakhs
LAST DATE 17-09-2026
Authority
Authority Name Harbour Engineering Department
Work Description Tender for General-Upgradation Of Coastal Road In Alappuzha District- Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality- Balance Work-Chettiyanmodi-Poomalachal Road In Ward No.18 Of Chengannur Municipality - Balance Work-General Civil Work
Basic Detail
Tender No HED/CEHED/TR/515/2026_5_1_1/1
Bidding Type Tender
Location
City Alappuzha
State Kerala
Key Dates
Publish Date 08 Sep 2026
Submission Date 17 Sep 2026
Open Date 19 Sep 2026
Finance
Tender Value 73.13 Lakhs
Tender Fee 2760
EMD 50000
Exemption Not Available
Document List
7b744ab2-425a-4532-b6f3-53948ce84dcb.html
BOQ_1470863.xls
FORM.pdf
Tendernotice_1 (19).pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Sep 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

7b744ab2-425a-4532-b6f3-53948ce84dcb.html

xls

BOQ_1470863.xls

pdf

FORM.pdf

pdf

Tendernotice_1 (19).pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders