Tender ID

CPPP

Financial BO

Works

Civil Works - Others

Upgradation Procurement of Heritage Assets SR to Shri Srhi Kameshwar Temple at Hajo, Assam as specified in the BOQ

Archaeological Survey of India

Kameshwar Temple, Hajo | Kamrup, Assam

Amount: ₹16.6 LCloses: 9 Feb 2026Closed

Timeline

Published30 Jan 2026
Closed9 Feb 2026
Technical Evaluation23 Feb 2026
Financial Evaluation23 Feb 2026
Award—

Bids

Item Rate

5 Bids23 Feb 2026

#	Company	Amount	Rank	Status
1	MANASH JYOTI DEKA L1₹14.9 LAdmitted-Finance	₹14.9 L	L1	Admitted-Finance
2	HARMOHAN DAS Rejected-Technical SARPARA SARPARA KAMRUP ASSAM 781123 \| KAMRUP \| ASSAM \| 781123	-	-	Rejected-Technical Not fulfilled the technical eligibility criteria as per TER.
3	KAVERI ENTERPRISE Rejected-Technical	-	-	Rejected-Technical Not fulfilled the technical eligibility criteria as per TER.
4	MADHAV BORAH Rejected-Technical	-	-	Rejected-Technical Not fulfilled the technical eligibility criteria as per TER.
5	SAMIA CONSTRUCTION Rejected-Technical	-	-	Rejected-Technical Not fulfilled the technical eligibility criteria as per TER.

BoQ Comparative

Line Items (40)

Sl No	Description	Qty	Unit	MANASH JYOTI DEKA L1
1.00Execution of works
1.01	Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.	228.75	M2	148.45 ₹33,957.94 Lowest
1.02	Demolishing of cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:4:8 or leaner mix	1.23	Cum	1,353.16 ₹1,664.39 Lowest
1.03	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	0.56	Cum	1,854.08 ₹1,038.28 Lowest
1.04	Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.	6	Each	348.28 ₹2,089.68 Lowest
1.05	Provision for 25mm to 30 mm thick Lime-sand-Surkhi plaster (1:1:1) in two coats mixing with organic materials to the walls and roof of the monument after removal of old dead plastering including reaching the joints and cleaning, washing etc. and preparing the surface for replastering. Materials: (For 55.75 sqm) 1. Unslaked lime = 503.42 kg 2. Brick surkhi = 0.79 cum 3. River sand = 0.79 cum 4. Mollases = 8.36 kg 5. Gul nut = 5.0 kg 6. Matidal = 3.35 kg 7. Nail = 1.10kg 8. Wooden plank (1x0.3x0.025) 0.418 Cum 9. Bamboo (medium size)= 5.60 nos. 80 10. Coir string = 1.39 kg 0 11. White katha = 0.84 kg 0 12. Methi=1.67 kg 7.40 13. Bel gum = 34 nos. Labour: (For 55.75 sqm) 14. Unskilled worker = 54 units 15. Semi skilled worker = 25.00 units 16. 1st class mason = 11.00 units	55.75	M2	1,790.92 ₹99,843.79 Lowest
1.06	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 upto 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	14.23	Cum	234.26 ₹3,333.52 Lowest
1.07	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1.49	Cum	1,911.27 ₹2,847.79 Lowest
1.08	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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.79	Cum	7,090.26 ₹19,781.83 Lowest
1.09	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.	98.87	KG	96.38 ₹9,529.09 Lowest

Tender Value

₹16.6 L

EMD Value

₹41,500

Closing Date

9 Feb 2026, 10:30 amClosed

Tender Inviting Organisation

Name

SA, ASI, Guwahati Circle.

Address

Office of the Superintending Archaeologist, Archaeological Survey of India, Guwahati Circle, 5th Floor, West End Block, HOUSEFED Complex Beltola -Basistha Road, Guwahati -781006

Work Description

Please refer tender documents

Tender Information

Tender ID

2026_ASI_896179_1

Reference Number

2/222-W/2025-26-4706

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Works

Period of Work

150 days

Location

Kameshwar Temple, Hajo

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredCopy of valid registration certificate/enlistment certificate as on the date of closing of bid. (.pdf)

RequiredCopy of PAN Card in the name of Company/ Firm/ Agency/contractor/self-proprietorship. (.pdf)

RequiredCopy of GST Registration along with ECRs return (July to Sept.2025) or as per TER. (.pdf)

RequiredCopies of Income Tax Returns for the last three financial years as per TER (.pdf)

RequiredCopy of EPF and ESI Registration Certificate. (.pdf)

RequiredCopy of valid registration certificate with labour department (.pdf)

RequiredAll documents to be given as per TER Sl. No. 7 to 15 tender documents page no. 08 and 09. (.pdf)

Finance

RequiredFinancial bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹41,500

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

ASI, Guwahati Circle, Office

Important Dates

Last Activity

23 Feb 2026

Published

30 Jan 2026

Bid Opening

10 Feb 2026

Download Starts

30 Jan 2026

Download Ends

9 Feb 2026

Submission Starts

30 Jan 2026

Pre-Bid Meeting

5 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Execution of works
1.01	Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.	228.75	M2	-	-
1.02	Demolishing of cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:4:8 or leaner mix	1.23	Cum	-	-
1.03	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	0.56	Cum	-	-
1.04	Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.	6	Each	-	-
1.05	Provision for 25mm to 30 mm thick Lime-sand-Surkhi plaster (1:1:1) in two coats mixing with organic materials to the walls and roof of the monument after removal of old dead plastering including reaching the joints and cleaning, washing etc. and preparing the surface for replastering. Materials: (For 55.75 sqm) 1. Unslaked lime = 503.42 kg 2. Brick surkhi = 0.79 cum 3. River sand = 0.79 cum 4. Mollases = 8.36 kg 5. Gul nut = 5.0 kg 6. Matidal = 3.35 kg 7. Nail = 1.10kg 8. Wooden plank (1x0.3x0.025) 0.418 Cum 9. Bamboo (medium size)= 5.60 nos. 80 10. Coir string = 1.39 kg 0 11. White katha = 0.84 kg 0 12. Methi=1.67 kg 7.40 13. Bel gum = 34 nos. Labour: (For 55.75 sqm) 14. Unskilled worker = 54 units 15. Semi skilled worker = 25.00 units 16. 1st class mason = 11.00 units	55.75	M2	-	-
1.06	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 upto 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	14.23	Cum	-	-
1.07	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1.49	Cum	-	-
1.08	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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.79	Cum	-	-
1.09	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.	98.87	KG	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 9.56 MB

Work Item Documents

KameshwarNIT3.pdf

Tender Documents • 9.55 MB

BOQ_941956.xls

BOQ • 0.31 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

MANASH JYOTI DEKA

L1₹14.9 LAdmitted-Finance

HARMOHAN DAS

Rejected-Technical

SARPARA SARPARA KAMRUP ASSAM 781123 | KAMRUP | ASSAM | 781123

KAVERI ENTERPRISE

Rejected-Technical

MADHAV BORAH

Rejected-Technical

SAMIA CONSTRUCTION

Rejected-Technical

Sl No	Description	Qty	Unit	MANASH JYOTI DEKA L1
1.00Execution of works
1.01	Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.	228.75	M2	148.45 ₹33,957.94 Lowest
1.02	Demolishing of cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:4:8 or leaner mix	1.23	Cum	1,353.16 ₹1,664.39 Lowest
1.03	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	0.56	Cum	1,854.08 ₹1,038.28 Lowest
1.04	Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.	6	Each	348.28 ₹2,089.68 Lowest
1.05	Provision for 25mm to 30 mm thick Lime-sand-Surkhi plaster (1:1:1) in two coats mixing with organic materials to the walls and roof of the monument after removal of old dead plastering including reaching the joints and cleaning, washing etc. and preparing the surface for replastering. Materials: (For 55.75 sqm) 1. Unslaked lime = 503.42 kg 2. Brick surkhi = 0.79 cum 3. River sand = 0.79 cum 4. Mollases = 8.36 kg 5. Gul nut = 5.0 kg 6. Matidal = 3.35 kg 7. Nail = 1.10kg 8. Wooden plank (1x0.3x0.025) 0.418 Cum 9. Bamboo (medium size)= 5.60 nos. 80 10. Coir string = 1.39 kg 0 11. White katha = 0.84 kg 0 12. Methi=1.67 kg 7.40 13. Bel gum = 34 nos. Labour: (For 55.75 sqm) 14. Unskilled worker = 54 units 15. Semi skilled worker = 25.00 units 16. 1st class mason = 11.00 units	55.75	M2	1,790.92 ₹99,843.79 Lowest
1.06	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 upto 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	14.23	Cum	234.26 ₹3,333.52 Lowest
1.07	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1.49	Cum	1,911.27 ₹2,847.79 Lowest
1.08	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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.79	Cum	7,090.26 ₹19,781.83 Lowest
1.09	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.	98.87	KG	96.38 ₹9,529.09 Lowest

Sl No

Description

Qty

Unit

MANASH JYOTI DEKA

1.00Execution of works

1.01

Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.

228.75

148.45

₹33,957.94

Lowest

1.02

Demolishing of cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:4:8 or leaner mix

1.23

Cum

1,353.16

₹1,664.39

Lowest

1.03

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

0.56

Cum

1,854.08

₹1,038.28

Lowest

1.04

Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.

Each

348.28

₹2,089.68

Lowest

1.05

Provision for 25mm to 30 mm thick Lime-sand-Surkhi plaster (1:1:1) in two coats mixing with organic materials to the walls and roof of the monument after removal of old dead plastering including reaching the joints and cleaning, washing etc. and preparing the surface for replastering. Materials: (For 55.75 sqm) 1. Unslaked lime = 503.42 kg 2. Brick surkhi = 0.79 cum 3. River sand = 0.79 cum 4. Mollases = 8.36 kg 5. Gul nut = 5.0 kg 6. Matidal = 3.35 kg 7. Nail = 1.10kg 8. Wooden plank (1x0.3x0.025) 0.418 Cum 9. Bamboo (medium size)= 5.60 nos. 80 10. Coir string = 1.39 kg 0 11. White katha = 0.84 kg 0 12. Methi=1.67 kg 7.40 13. Bel gum = 34 nos. Labour: (For 55.75 sqm) 14. Unskilled worker = 54 units 15. Semi skilled worker = 25.00 units 16. 1st class mason = 11.00 units

55.75

1,790.92

₹99,843.79

Lowest

1.06

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 upto 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

14.23

Cum

234.26

₹3,333.52

Lowest

1.07

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

1.49

Cum

1,911.27

₹2,847.79

Lowest

1.08

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

2.79

Cum

7,090.26

₹19,781.83

Lowest

1.09

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.

98.87

96.38

₹9,529.09

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Execution of works
1.01	Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.	228.75	M2	-	-
1.02	Demolishing of cement concrete manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:4:8 or leaner mix	1.23	Cum	-	-
1.03	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar	0.56	Cum	-	-
1.04	Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.	6	Each	-	-
1.05	Provision for 25mm to 30 mm thick Lime-sand-Surkhi plaster (1:1:1) in two coats mixing with organic materials to the walls and roof of the monument after removal of old dead plastering including reaching the joints and cleaning, washing etc. and preparing the surface for replastering. Materials: (For 55.75 sqm) 1. Unslaked lime = 503.42 kg 2. Brick surkhi = 0.79 cum 3. River sand = 0.79 cum 4. Mollases = 8.36 kg 5. Gul nut = 5.0 kg 6. Matidal = 3.35 kg 7. Nail = 1.10kg 8. Wooden plank (1x0.3x0.025) 0.418 Cum 9. Bamboo (medium size)= 5.60 nos. 80 10. Coir string = 1.39 kg 0 11. White katha = 0.84 kg 0 12. Methi=1.67 kg 7.40 13. Bel gum = 34 nos. Labour: (For 55.75 sqm) 14. Unskilled worker = 54 units 15. Semi skilled worker = 25.00 units 16. 1st class mason = 11.00 units	55.75	M2	-	-
1.06	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 upto 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	14.23	Cum	-	-
1.07	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	1.49	Cum	-	-
1.08	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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	2.79	Cum	-	-
1.09	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.	98.87	KG	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Execution of works

1.01

Dismantling roofing including ridges, hips, valleys and gutters etc. and stacking the material within 50 m lead of G.S. sheet.

228.75

1.02

1.23

Cum

1.03

0.56

Cum

1.04

Dismantiling of solar light installed in MS pole and stacking the material within 200m lead as per direction of engineer in charge.

Each

1.05

55.75

1.06

14.23

Cum

1.07

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

1.49

Cum

1.08

2.79

Cum

1.09

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.

98.87