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Civil Works - Roads

Pindimana GP Project no.221/26-27

Local Self Government Department

PINDIMANA GP | Ernakulam, Kerala

Amount: ₹4.4 LCloses: 24 Oct 20265d left

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Timeline

Published14 Oct 2026
Closes24 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹4.4 L

EMD Value

₹11,119

Closing Date

24 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LSGD PINDIMANA

Work Description

PAZHANGARA ENJAKANDOM ROAD WARD 5

Tender Information

Tender ID

2026_LSGD_879043_1

Reference Number

Pindimana GP Project no.221/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

PINDIMANA GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredREQUISITION FORM FOR E PAYMENT (.pdf)

RequiredBID SECURITY REMITTANCE (.pdf)

RequiredBIDS SUBMISSION FEE REMITANCE (.pdf)

RequiredREGISTRATION CERTIFICATE AND GST (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹985

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,119

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1pazhangara enjakandom
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	103.2	sqm	473.97	₹48,913.7
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	572	sqm	24.09	₹13,779.48
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	572	sqm	363.85	₹2,08,122.2
1.004	2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry	15.75	cum	480.46	₹7,567.25
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	8.1	cum	441.5	₹3,576.15
1.006	OD220638/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental rubble including labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1	12.6	cum	1,787.53	₹22,522.88
1.007	OD220637/2026-2027:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1	13.5	cum	4,160.22	₹56,162.97
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.09	tonne	1,00,437.31	₹8,537.17
1.009	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.25	cum	9,554.21	₹21,496.97

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.90 MB

Work Item Documents

BOQ_1494267.xls

BOQ • 0.25 MB

viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1pazhangara enjakandom
1.001	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	103.2	sqm	473.97	₹48,913.7
1.002	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	572	sqm	24.09	₹13,779.48
1.003	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	572	sqm	363.85	₹2,08,122.2
1.004	2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry	15.75	cum	480.46	₹7,567.25
1.005	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	8.1	cum	441.5	₹3,576.15
1.006	OD220638/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental rubble including labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1	12.6	cum	1,787.53	₹22,522.88
1.007	OD220637/2026-2027:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1	13.5	cum	4,160.22	₹56,162.97
1.008	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	0.09	tonne	1,00,437.31	₹8,537.17
1.009	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.25	cum	9,554.21	₹21,496.97

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1pazhangara enjakandom

1.001

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

103.2

sqm

473.97

₹48,913.7

1.002

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

572

sqm

24.09

₹13,779.48

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)

572

sqm

363.85

₹2,08,122.2

1.004

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry

15.75

cum

480.46

₹7,567.25

1.005

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

8.1

cum

441.5

₹3,576.15

1.006

OD220638/2026-2027:Dry rubble masonry - Dry rubble masonry with Departmental rubble including labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1

12.6

cum

1,787.53

₹22,522.88

1.007

OD220637/2026-2027:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1

13.5

cum

4,160.22

₹56,162.97

1.008

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.09

tonne

1,00,437.31

₹8,537.17

1.009

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

2.25

cum

9,554.21

₹21,496.97