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SDP Pamba-Providing interlock at side of petrol pump near U-turn-retender

Travancore Devaswom Board

Pamba | Pathanamthitta, Kerala

Amount: ₹16.7 LCloses: 13 Oct 20263d left

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Timeline

Published9 Oct 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹16.7 L

EMD Value

₹41,800

Closing Date

13 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer office, Sabarimala Development Project, TDB Building, Kumbazha Road, Pathanamthitta

Work Description

SDP Pamba-Providing interlock at side of petrol pump near U-turn-retender

Tender Information

Tender ID

2026_TDB_874294_2

Reference Number

SDP/04/ET-054/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

30 days

Location

Pamba

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled and signed copy of Form of Tender as per Item No.1, Part VI of bid document (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per Item No.2, Part VI (.pdf)

RequiredDuly filled and signed copy of integrity pact certificate as per item no-3 Part VI (.pdf)

RequiredAffidavit duly filled and signed as per item no 4 Part V (.pdf)

RequiredDuly filled and signed copy of requisition for e payment as per Item No.6, Part VI of bid document (.pdf)

RequiredSelf-attested copy of the bidders valid registration certificate, PAN card and GST Reg. Certificate (.pdf)

RequiredQuoted BOQ (Tender Schedule) (.xls)

RequiredDownloaded SBD with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹3,257

EMD Fee Amount

₹41,800

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

9 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A-Dismantling concrete and laying GSB
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	49	cum	-	-
1.002	2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete	116	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	78	cum	-	-
1.004	11.4.3.1: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)	19	cum	-	-
2Appendix-B-DR Packing Beneath Interlock
2.001	60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	49	cum	-	-
3Appendix-C-Providing Interlock
3.001	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	800	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.54 MB

Work Item Documents

fotandothers054.pdf

Tender Documents • 0.58 MB

BOQ_1492280.xls

BOQ • 0.30 MB

SBD054.pdf

Tender Documents • 1.05 MB

ET054NIT.pdf

Tender Documents • 0.52 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A-Dismantling concrete and laying GSB
1.001	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	49	cum	-	-
1.002	2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete	116	cum	-	-
1.003	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	78	cum	-	-
1.004	11.4.3.1: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)	19	cum	-	-
2Appendix-B-DR Packing Beneath Interlock
2.001	60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.	49	cum	-	-
3Appendix-C-Providing Interlock
3.001	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	800	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix-A-Dismantling concrete and laying GSB

1.001

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

cum

1.002

2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete

116

cum

1.003

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

cum

1.004

11.4.3.1: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)

cum

2Appendix-B-DR Packing Beneath Interlock

2.001

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

cum

3Appendix-C-Providing Interlock

3.001

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

800

sqm