CPPP

Technical Eval

Works

Civil Works

MW (C) to group of temples (Repairs to Tarakabrahma Temple and fallen fortification wall) at Alampur 2023-24- Execution of work

Archaeological Survey Of India

Tarakabrahma temple, Alampur | Jogulamba Gadwal, Telangana

Amount: ₹9.7 LCloses: 29 Aug 2026Closed

Timeline

Published10 Aug 2026
Closed29 Aug 2026
Technical Evaluation9 Sept 2026
Award—

Bids

7 Bids9 Sept 2026

#	Company	Status
1	j srinivas Accepted-Technical	Accepted-Technical The firm submitted all the documents as per the technical eligibility criteria of RFP
2	Krishna Rao Madugula Accepted-Technical	Accepted-Technical The firm submitted all the documents as per the technical eligibility criteria of RFP
3	LINGAM RAVI KIRAN Accepted-Technical	Accepted-Technical The firm submitted all the documents as per the technical eligibility criteria of RFP
4	M N NAIDU CONSTRUCTIONS Accepted-Technical	Accepted-Technical The firm submitted all the documents as per the technical eligibility criteria of RFP
5	MOHAMMED ABDUL RAHEEM KHALID Accepted-Technical	Accepted-Technical The firm submitted all the documents as per the technical eligibility criteria of RFP

Tender Value

₹9.7 L

EMD Value

₹24,318

Closing Date

29 Aug 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Superintending Archaeologist

Address

O/o the Superintending Archaeologist, Archaeological Survey India, Kendriya Sadan, IInd block, IIIrd floor, Sultan bazaar, Koti, Hyderabad- 500 001

Work Description

Providing and fixing double scaffolding system, clearing jungle, filling of depression with natural boulders, water tightening the top of bastion, pointing with lime mortar

Tender Information

Tender ID

2026_ASI_921398_1

Reference Number

T-15015/32/2025-Hyderabad Circle/810

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Location

Tarakabrahma temple, Alampur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredSigned and scanned copy of tender acceptance letter, Declaration and RFP (.pdf)

RequiredScanned copy of proof of EMD (.pdf)

RequiredScanned copy of bids and all relevant documents (.pdf)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹24,318

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

O/o The SA, ASI, Kendriya sadan Hyderabad

Important Dates

Last Activity

9 Sept 2026

Published

10 Aug 2026

Bid Opening

31 Aug 2026

Download Starts

10 Aug 2026

Download Ends

29 Aug 2026

Submission Starts

10 Aug 2026

Pre-Bid Meeting

17 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.1INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Name of the Monument / Site: Tarakabrahma Temple, Alampur
1.01	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story heights made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. DSR 2023-24 Code No. 14.72	405.89	Sqm	338.25	₹1,37,292.29
1.02	Provision for Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per the instruction of site incharge. (As per DSR 2023-24 Code 2.31)	251.28	Sqm	17.6	₹4,422.53
1.03	Filling of depression with natural boulders and gravel layer by layer including watering and consolidation including cost of labour and materials up to height 9.40 meters head load manually etc. complete as per the directions of the ASI officials.	72.5	Cum	5,492.7	₹3,98,220.75
1.04	Water tightening the top of bastion to avoid percolating /intruding rain water which may cause damage to the bastion by laying lime concrete using 20 mm well graded brick aggregates, brick surkhi and unslaked lime in 1:2:4 proportion including compacting, ramming and beating the surface using wooden beaters till surface becomes hard and finishing the surface smoothly etc all complete including cost of men, materials and applicable taxes.	9.67	Cum	16,282.68	₹1,57,453.52
1.05	Pointing with lime mortar 1:2 proportion (50% sand and 50% surkhi as coarse aggregate and lime as binder).	405.89	Sqm	678.32	₹2,75,323.3

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

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 8.84 MB

Work Item Documents

RFPTarakabrahmatemple810.pdf

Tender Documents • 8.83 MB

BOQ_968269.xls

BOQ • 0.29 MB

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Company

j srinivas

Accepted-Technical

Krishna Rao Madugula

Accepted-Technical

LINGAM RAVI KIRAN

Accepted-Technical

M N NAIDU CONSTRUCTIONS

Accepted-Technical

MOHAMMED ABDUL RAHEEM KHALID

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Name of the Monument / Site: Tarakabrahma Temple, Alampur
1.01	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story heights made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. DSR 2023-24 Code No. 14.72	405.89	Sqm	338.25	₹1,37,292.29
1.02	Provision for Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per the instruction of site incharge. (As per DSR 2023-24 Code 2.31)	251.28	Sqm	17.6	₹4,422.53
1.03	Filling of depression with natural boulders and gravel layer by layer including watering and consolidation including cost of labour and materials up to height 9.40 meters head load manually etc. complete as per the directions of the ASI officials.	72.5	Cum	5,492.7	₹3,98,220.75
1.04	Water tightening the top of bastion to avoid percolating /intruding rain water which may cause damage to the bastion by laying lime concrete using 20 mm well graded brick aggregates, brick surkhi and unslaked lime in 1:2:4 proportion including compacting, ramming and beating the surface using wooden beaters till surface becomes hard and finishing the surface smoothly etc all complete including cost of men, materials and applicable taxes.	9.67	Cum	16,282.68	₹1,57,453.52
1.05	Pointing with lime mortar 1:2 proportion (50% sand and 50% surkhi as coarse aggregate and lime as binder).	405.89	Sqm	678.32	₹2,75,323.3

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Name of the Monument / Site: Tarakabrahma Temple, Alampur

1.01

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story heights made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. DSR 2023-24 Code No. 14.72

405.89

Sqm

338.25

₹1,37,292.29

1.02

Provision for Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as per the instruction of site incharge. (As per DSR 2023-24 Code 2.31)

251.28

Sqm

17.6

₹4,422.53

1.03

Filling of depression with natural boulders and gravel layer by layer including watering and consolidation including cost of labour and materials up to height 9.40 meters head load manually etc. complete as per the directions of the ASI officials.

72.5

Cum

5,492.7

₹3,98,220.75

1.04

Water tightening the top of bastion to avoid percolating /intruding rain water which may cause damage to the bastion by laying lime concrete using 20 mm well graded brick aggregates, brick surkhi and unslaked lime in 1:2:4 proportion including compacting, ramming and beating the surface using wooden beaters till surface becomes hard and finishing the surface smoothly etc all complete including cost of men, materials and applicable taxes.

9.67

Cum

16,282.68

₹1,57,453.52

1.05

Pointing with lime mortar 1:2 proportion (50% sand and 50% surkhi as coarse aggregate and lime as binder).

405.89

Sqm

678.32

₹2,75,323.3