Kerala

Financial BO

Works

Civil Works - Roads

Pro.No. 254- 26/27 - Sreekrishnapuram GP - Mannampatta Mundakkalpparambu sheddumkunnu road renovation ward 5 reach 1

Local Self Government Department

Sreekrishnapuram | Palakkad, Kerala

Amount: ₹1.9 LCloses: 13 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed13 Oct 2026
Financial Evaluation—
Award—

Bids

Item Rate

2 Bids16 Oct 2026

#	Company	Amount	Rank	Status
1	Abdul Sathar L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance	₹1.9 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	C J JOY L2₹2.0 L+₹5,959.17 (3.13%)Admitted-Fee/PreQual/Technical/Finance	₹2.0 L+₹5,959.17 (3.13%)	L2	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	C J JOY L2	Abdul Sathar L1
1.00Retaring and Irish Drain
1.00	OD116655/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	3.04	cum	9,100 ₹27,654.9	9,070 ₹27,563.73 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	414.7	sqm	32 ₹13,270.4	29 ₹12,026.3 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	414.7	sqm	375 ₹1,55,512.5	363.85 ₹1,50,888.6 Lowest

Tender Value

₹1.9 L

EMD Value

₹4,763

Closing Date

13 Oct 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer, LSGD(EW) Section, Sreekrishnap

Address

O/o Assistant Engineer LSGD(EW) Section Sreekrishnapuram Grama Panchayath

Work Description

Pro.No. 254- 26/27 - Sreekrishnapuram GP - Mannampatta Mundakkalpparambu sheddumkunnu road renovation ward 5 reach 1

Tender Information

Tender ID

2026_LSGD_874698_1

Reference Number

TR/59872/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Sreekrishnapuram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredPrice Bid (BOQ) (.xls)

RequiredSelf attested Copy of the bidder valid registration (.pdf)

RequiredDuly filled and signed copy of bid submission letter(Form of tender) as per item no-1 Part-VI of SBD (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VI of SBD (.pdf)

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

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VI of SBD (.pdf)

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

RequiredComplete set of Standard bid document with NIT (.pdf)

RequiredSelf attested Copy of the bidder valid GST registration certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,763

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

3 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

3 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retaring and Irish Drain
1.001	OD116655/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	3.04	cum	-	-
1.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	414.7	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	414.7	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1484564.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1484564.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.84 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Abdul Sathar

L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance

C J JOY

L2₹2.0 L+₹5,959.17 (3.13%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	C J JOY L2	Abdul Sathar L1
1.00Retaring and Irish Drain
1.00	OD116655/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	3.04	cum	9,100 ₹27,654.9	9,070 ₹27,563.73 Lowest
1.00	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	414.7	sqm	32 ₹13,270.4	29 ₹12,026.3 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	414.7	sqm	375 ₹1,55,512.5	363.85 ₹1,50,888.6 Lowest

Sl No

Description

Qty

Unit

C J JOY

Abdul Sathar

1.00Retaring and Irish Drain

1.00

OD116655/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.

3.04

cum

9,100

₹27,654.9

9,070

₹27,563.73

Lowest

1.00

75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

414.7

sqm

₹13,270.4

₹12,026.3

Lowest

1.00

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)

414.7

sqm

375

₹1,55,512.5

363.85

₹1,50,888.6

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Retaring and Irish Drain
1.001	OD116655/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.	3.04	cum	-	-
1.002	75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	414.7	sqm	-	-
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)	414.7	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Retaring and Irish Drain

1.001

3.04

cum

1.002

414.7

sqm

1.003

414.7

sqm