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SDP Pamba Construction of 2Nos of semipermanent shops in front of B toilet block at Pamba Manalppuram

Travancore Devaswom Board

Pampa | Pathanamthitta, Kerala

Amount: ₹15.8 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹15.8 L

EMD Value

₹39,600

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 Pamba Construction of 2Nos of semipermanent shops in front of B toilet block at Pamba Manalppuram

Tender Information

Tender ID

2026_TDB_871293_1

Reference Number

SDP/03/ET-039/26-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

45 days

Location

Pampa

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

₹39,600

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 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A-Construction of Semipermanant Shed-2 no.s
1.001	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	25	cum	-	-
1.002	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)	8	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	7	sqm	-	-
1.004	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	10	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	32	sqm	-	-
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	37	sqm	-	-
1.007	5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	19	cum	-	-
1.008	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).	1	cum	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1,600	kilogram	-	-

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

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.19 MB

FORMOFTENDER.pdf

Tender Documents • 0.19 MB

INTEGRITYPACT.pdf

Tender Documents • 0.16 MB

Affidavit.pdf

Tender Documents • 0.19 MB

SBD039.pdf

Tender Documents • 1.65 MB

Requisitionforepayment.pdf

Tender Documents • 0.17 MB

BOQ_1476668.xls

BOQ • 0.32 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix-A-Construction of Semipermanant Shed-2 no.s
1.001	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	25	cum	-	-
1.002	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)	8	cum	-	-
1.003	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	7	sqm	-	-
1.004	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	10	cum	-	-
1.005	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	32	sqm	-	-
1.006	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	37	sqm	-	-
1.007	5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	19	cum	-	-
1.008	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).	1	cum	-	-
1.009	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	1,600	kilogram	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix-A-Construction of Semipermanant Shed-2 no.s

1.001

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

cum

1.002

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)

cum

1.003

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

sqm

1.004

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

cum

1.005

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

sqm

1.006

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

sqm

1.007

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.008

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).

cum

1.009

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

1,600

kilogram