CPPP

Technical Eval

Works

Civil Works

MC and EW (CAM) to Gulbarga Fort and Great Mosque in the Fort (Conservation of Bastion around the largest Canon)) at Kalaburagi

Archaeological Survey of India

Gulbarga fort | Kalaburagi, Karnataka

Amount: ₹5.6 LCloses: 28 May 2026Closed

Timeline

Published20 May 2026
Closed28 May 2026
Technical Evaluation3 Jul 2026
Award—

Bids

4 Bids3 Jul 2026

#	Company	Status
1	B JAGANNATHASWAMY Accepted-Technical	Accepted-Technical Qualified
2	M/s MD FAHEEMUDDIN Accepted-Technical	Accepted-Technical Qualified
3	P SUBRAMANYAM Accepted-Technical	Accepted-Technical Qualified
4	Mohammed Arifuddin Rejected-Technical	Rejected-Technical Not Qualified

Tender Value

₹5.6 L

EMD Value

₹14,100

Closing Date

28 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

The SA ASI Hampi Circle Hospete

Address

O/o The Superintending Archaeologist, Archaeological Survey of India, Hampi Circle, ANANTH, Door No.203, 1st B cross,30th Ward,

Work Description

MC and EW (CAM) to Gulbarga Fort and Great Mosque in the Fort (Conservation of Bastion around the largest Canon)) at Kalaburagi

Tender Information

Tender ID

2026_ASI_909566_1

Reference Number

Sout/Hamp/Gulb/1 Gu/11403129

Tender Type

Limited

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

Gulbarga fort

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredApplication of tender (.pdf)

RequiredTender Accptance (.pdf)

RequiredTender Declaration (.pdf)

RequiredSigned RFP (.pdf)

RequiredSigned Integrity Pact (.pdf)

RequiredTechnical Bid document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹14,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jul 2026

Published

20 May 2026

Bid Opening

29 May 2026

Download Starts

20 May 2026

Download Ends

28 May 2026

Submission Starts

20 May 2026

Bill of Quantities

Item RateBoQ_Ver3.1INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Heading 1
1.01	Earthwork excavation for the foundation of the fortification wall in hard soil including breaking, clods, watering, ramming and sectioning of spoil bank, including stacking the useful materials and disposing away the unwanted earth away from the site, etc. complete all as per the specifications and directions of site-in charge	10.36	Cum	-	-
1.02	Providing and laying lime Concrete for foundation in 1:2 :4 (1 part of Lime: 2 Part of Sand: 4 part of Aggregate) using 20mm trap stone/ granite aggregate including ramming, consolidating and levelling etc complete all as per the directions and specifications of site-in-charge.	5.18	Cum	-	-
1.03	Restoration of the already dismantled wall at North side using 60% of available dismantled RR tarp stone and 40% new RR trap stones in 1:2 Lime mortar including cost of materials, labour, dressing, cutting, lifting, carrying, curing etc complete all as per the directions and specifications of site-in-charge.	14.63	Cum	-	-
1.04	Providing and laying of stone flooring in using trap stone of average size 0.25 to 0.35 X 0.20-0.25 X 0.12 -0.15m laid over sand bed for filling the voids, pointing the joints including cost of materials, labour charges, dressing and cutting of stone, carrying, curing etc complete all as per the directions and specifications of site-in-charge.	51.83	Sqm	-	-
1.05	Lime mortar pointing to the wall of bastion in 1:2 Lime mortar including cost of materials, labour, carriage, curing, etc complete as per the direction of the site in charge	113.5	Sqm	-	-
1.06	Providing and fixing double scaffolding (cup lock type) on the exterior side of building/ structure, up to 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and specifications of site-in-charge.	205.25	Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.24 MB

Work Item Documents

bastiotenderdocuments.pdf

Tender Documents • 8.90 MB

BOQ_955973.xls

BOQ • 0.31 MB

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Company

Accepted-Technical

Accepted-Technical

Accepted-Technical

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub Heading 1
1.01	Earthwork excavation for the foundation of the fortification wall in hard soil including breaking, clods, watering, ramming and sectioning of spoil bank, including stacking the useful materials and disposing away the unwanted earth away from the site, etc. complete all as per the specifications and directions of site-in charge	10.36	Cum	-	-
1.02	Providing and laying lime Concrete for foundation in 1:2 :4 (1 part of Lime: 2 Part of Sand: 4 part of Aggregate) using 20mm trap stone/ granite aggregate including ramming, consolidating and levelling etc complete all as per the directions and specifications of site-in-charge.	5.18	Cum	-	-
1.03	Restoration of the already dismantled wall at North side using 60% of available dismantled RR tarp stone and 40% new RR trap stones in 1:2 Lime mortar including cost of materials, labour, dressing, cutting, lifting, carrying, curing etc complete all as per the directions and specifications of site-in-charge.	14.63	Cum	-	-
1.04	Providing and laying of stone flooring in using trap stone of average size 0.25 to 0.35 X 0.20-0.25 X 0.12 -0.15m laid over sand bed for filling the voids, pointing the joints including cost of materials, labour charges, dressing and cutting of stone, carrying, curing etc complete all as per the directions and specifications of site-in-charge.	51.83	Sqm	-	-
1.05	Lime mortar pointing to the wall of bastion in 1:2 Lime mortar including cost of materials, labour, carriage, curing, etc complete as per the direction of the site in charge	113.5	Sqm	-	-
1.06	Providing and fixing double scaffolding (cup lock type) on the exterior side of building/ structure, up to 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and specifications of site-in-charge.	205.25	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub Heading 1

1.01

Earthwork excavation for the foundation of the fortification wall in hard soil including breaking, clods, watering, ramming and sectioning of spoil bank, including stacking the useful materials and disposing away the unwanted earth away from the site, etc. complete all as per the specifications and directions of site-in charge

10.36

Cum

1.02

Providing and laying lime Concrete for foundation in 1:2 :4 (1 part of Lime: 2 Part of Sand: 4 part of Aggregate) using 20mm trap stone/ granite aggregate including ramming, consolidating and levelling etc complete all as per the directions and specifications of site-in-charge.

5.18

Cum

1.03

Restoration of the already dismantled wall at North side using 60% of available dismantled RR tarp stone and 40% new RR trap stones in 1:2 Lime mortar including cost of materials, labour, dressing, cutting, lifting, carrying, curing etc complete all as per the directions and specifications of site-in-charge.

14.63

Cum

1.04

Providing and laying of stone flooring in using trap stone of average size 0.25 to 0.35 X 0.20-0.25 X 0.12 -0.15m laid over sand bed for filling the voids, pointing the joints including cost of materials, labour charges, dressing and cutting of stone, carrying, curing etc complete all as per the directions and specifications of site-in-charge.

51.83

Sqm

1.05

Lime mortar pointing to the wall of bastion in 1:2 Lime mortar including cost of materials, labour, carriage, curing, etc complete as per the direction of the site in charge

113.5

Sqm

1.06

Providing and fixing double scaffolding (cup lock type) on the exterior side of building/ structure, up to 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and specifications of site-in-charge.

205.25

Sqm