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SDP Nilackal 1202 ME Enclosing of Goshala buildings and providing straw storing shed and resting shed to the cattle

Travancore Devaswom Board

Nilackal | Pathanamthitta, Kerala

Amount: ₹13.9 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹13.9 L

EMD Value

₹34,800

Closing Date

28 Sept 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer, Sabarimala Development Project

Address

office of the Executive Engineer, SDP

Work Description

SDP Nilackal 1202 ME Enclosing of Goshala buildings and providing straw storing shed and resting shed to the cattle

Tender Information

Tender ID

2026_TDB_871349_1

Reference Number

SDP/03/ET-043/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

30 days

Location

Nilackal

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

₹2,950

EMD Fee Amount

₹34,800

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Enclosing of Goshala
1.001	OD40377/2026-2027:Hire charges for Front end loader 1 cum bucket capacity (incl POL). The above hire charges include cost of services of operating staff, cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery : For cleaning the yard and its surrounds, levelling the enclosed land and removing the undulations and other debris etc. complete as per the direction of engineer in charge.	5	hour	-	-
1.002	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	3.76	cum	-	-
1.003	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	3.76	cum	-	-
1.004	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	3,416.73	kg	-	-
1.005	16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade	365.2	sqm	-	-
2Cattle resting shed
2.001	2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	54	sqm	-	-
2.002	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	7.1	cum	-	-
2.003	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1.78	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 • 0.43 MB

Work Item Documents

FORMOFTENDER.pdf

Tender Documents • 0.19 MB

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.19 MB

INTEGRITYPACT.pdf

Tender Documents • 0.16 MB

Affidavit.pdf

Tender Documents • 0.19 MB

Requisitionforepayment.pdf

Tender Documents • 0.17 MB

SBD043.pdf

Tender Documents • 1.21 MB

BOQ_1476812.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Enclosing of Goshala
1.001	OD40377/2026-2027:Hire charges for Front end loader 1 cum bucket capacity (incl POL). The above hire charges include cost of services of operating staff, cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery : For cleaning the yard and its surrounds, levelling the enclosed land and removing the undulations and other debris etc. complete as per the direction of engineer in charge.	5	hour	-	-
1.002	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	3.76	cum	-	-
1.003	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	3.76	cum	-	-
1.004	10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	3,416.73	kg	-	-
1.005	16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade	365.2	sqm	-	-
2Cattle resting shed
2.001	2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	54	sqm	-	-
2.002	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	7.1	cum	-	-
2.003	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	1.78	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Enclosing of Goshala

1.001

OD40377/2026-2027:Hire charges for Front end loader 1 cum bucket capacity (incl POL). The above hire charges include cost of services of operating staff, cost of lubricating oil, diesel / Petrol/ Kerosene oil , other consumables for running the plant and machinery : For cleaning the yard and its surrounds, levelling the enclosed land and removing the undulations and other debris etc. complete as per the direction of engineer in charge.

hour

1.002

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

3.76

cum

1.003

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

3.76

cum

1.004

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

3,416.73

1.005

16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

365.2

sqm

2Cattle resting shed

2.001

2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

sqm

2.002

7.1

cum

2.003

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

1.78

cum