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Annual Plan- JP PTA- PR No. - 260/26 (467/25, 305/24) - -- MRS LBVGHSS aesthetical beautification project- General Civil Work (Retender)

Local Self Government Department

Pathanamthitta, Kerala

Amount: ₹12.7 LCloses: 3 Oct 2026Due tomorrow

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹12.7 L

EMD Value

₹31,779

Closing Date

3 Oct 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

LID and EW Division, Pathanamthitta

Work Description

Annual Plan- JP PTA- PR No. - 260/26 (467/25, 305/24) - -- MRS LBVGHSS aesthetical beautification project- General Civil Work (Retender)

Tender Information

Tender ID

2026_LSGD_845774_20

Reference Number

13/2025-26/AEE/LID and EW/PTA

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

180 days

Location

Pathanamthitta

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSIGNED AND SCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSIGNED AND SCANNED COPY OF E- PAYMENT FORM (.pdf)

RequiredSIGNED AND SCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSIGNED AND SCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSIGNED AND SCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSIGNED AND SCANNED COPY OF NIT AND SBD (.pdf)

RequiredTENDER SCHEDULE (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹31,779

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

24 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1YARD CONCRETE
1.001	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	7.5	cum	-	-
2PROTECTION WALL , LANDSCAPING WORKS AND PAINTING
2.001	2.8.1: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	8.96	cum	-	-
2.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.16	cum	-	-
2.003	OD340626/2025-2026: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	6.95	cum	-	-
2.004	OD371149/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	4.93	cum	-	-
2.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.69	cum	-	-
2.006	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.67	cum	-	-
2.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.58	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.23 MB

Tendernotice_2.pdf

PDF • 0.23 MB

Work Item Documents

PRE22.pdf

Tender Documents • 0.18 MB

Epay.pdf

Tender Documents • 0.23 MB

ipact.pdf

Tender Documents • 0.23 MB

Affi22.pdf

Tender Documents • 0.23 MB

viewsbd_merged.pdf

Tender Documents • 1.91 MB

FOT22.pdf

Tender Documents • 0.25 MB

BOQ_1477784.xls

BOQ • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1YARD CONCRETE
1.001	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	7.5	cum	-	-
2PROTECTION WALL , LANDSCAPING WORKS AND PAINTING
2.001	2.8.1: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	8.96	cum	-	-
2.002	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	6.16	cum	-	-
2.003	OD340626/2025-2026: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	6.95	cum	-	-
2.004	OD371149/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site	4.93	cum	-	-
2.005	7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	2.69	cum	-	-
2.006	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	0.67	cum	-	-
2.007	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).	0.58	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1YARD CONCRETE

1.001

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

7.5

cum

2PROTECTION WALL , LANDSCAPING WORKS AND PAINTING

2.001

2.8.1: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

8.96

cum

2.002

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

6.16

cum

2.003

OD340626/2025-2026: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

6.95

cum

2.004

OD371149/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

4.93

cum

2.005

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

2.69

cum

2.006

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

0.67

cum

2.007

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

0.58

cum