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Civil Works - Roads

PROJ NO.110/27-CHANTHAVILAKOM RC CHURCH ROAD MAINTENANCE WARD 9

Local Self Government Department

POOVAR | Thiruvananthapuram, Kerala

Amount: ₹8.9 LCloses: 23 Oct 2026

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹8.9 L

EMD Value

₹22,258

Closing Date

23 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

ASST. ENGINEER

Address

O/O THE ASST ENGINEER, LID AND EW SECTION, POOVAR GP

Work Description

PROJ NO.110/27-CHANTHAVILAKOM RC CHURCH ROAD MAINTENANCE WARD 9

Tender Information

Tender ID

2026_LSGD_879379_5

Reference Number

01/AE/LIDEW/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

POOVAR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT WITH SBD (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT WITH INTEGRITY PACT (.pdf)

RequiredE PAYMENT DETAILS (.pdf)

RequiredREGISTRATION CERTIFICATE (.pdf)

RequiredFORM OF TENDER (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,965

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹22,258

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

23 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	4.86	cum	-	-
1.002	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	24.75	cum	-	-
1.003	11.4.1.1: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	4.97	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	22.2	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	9.83	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.85	tonne	-	-
1.007	OD129176/2026-2027:Removing and laying of Departmental interlocking tiles, including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost.	101.25	sqm	-	-
1.008	OD229322/2026-2027:Granular sub base with well graded material (Table 400.1) (A)By Mix in place method Construction of granular sub -base by providing well graded material, spreading in uniform layers on prpared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the desired density, complete as pe Technical specification Clause 401.(i) For Grading 1 Material (Derived from MORD 4.1.A.1,Tractor Mount Grader and Tractor with Rotevator excluded)	14.18	cum	-	-
1.009	OD216825/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge	101.25	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1495302.xls

BOQ • 0.31 MB

nit110.pdf

Tender Documents • 0.03 MB

sbdchanthavilakam.pdf

Tender Documents • 1.88 MB

fotchanthavilakam.pdf

Tender Documents • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	4.86	cum	-	-
1.002	11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth	24.75	cum	-	-
1.003	11.4.1.1: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	4.97	cum	-	-
1.004	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)	22.2	cum	-	-
1.005	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	9.83	cum	-	-
1.006	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	2.85	tonne	-	-
1.007	OD129176/2026-2027:Removing and laying of Departmental interlocking tiles, including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost.	101.25	sqm	-	-
1.008	OD229322/2026-2027:Granular sub base with well graded material (Table 400.1) (A)By Mix in place method Construction of granular sub -base by providing well graded material, spreading in uniform layers on prpared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the desired density, complete as pe Technical specification Clause 401.(i) For Grading 1 Material (Derived from MORD 4.1.A.1,Tractor Mount Grader and Tractor with Rotevator excluded)	14.18	cum	-	-
1.009	OD216825/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge	101.25	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTENANCE

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

4.86

cum

1.002

11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth

24.75

cum

1.003

11.4.1.1: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

4.97

cum

1.004

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

22.2

cum

1.005

11.4.4: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

9.83

cum

1.006

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

2.85

tonne

1.007

OD129176/2026-2027:Removing and laying of Departmental interlocking tiles, including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site inclusive of all cost.

101.25

sqm

1.008

OD229322/2026-2027:Granular sub base with well graded material (Table 400.1) (A)By Mix in place method Construction of granular sub -base by providing well graded material, spreading in uniform layers on prpared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the desired density, complete as pe Technical specification Clause 401.(i) For Grading 1 Material (Derived from MORD 4.1.A.1,Tractor Mount Grader and Tractor with Rotevator excluded)

14.18

cum

1.009

OD216825/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic blocks approved size , design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness , etc all complete as per the direction of Engineer in charge

101.25

sqm