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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹13.6 L | ₹13.6 L | L1 |
| 2 | L2₹14.0 L | ₹14.0 L | L2 |
| 3 | L3₹14.3 L | ₹14.3 L | L3 |
| 4 | L4₹17.1 L | ₹17.1 L | L4 |
Tender Value
₹17.9 L
EMD Value
₹18,000
Closing Date
20 Jul 2026, 5:00 pmClosed
MR BUYER ADMIN(DFLT)
CGSMB
Construction of cement concrete road near mandir chowk in village bancharoda block-arang mandi samiti area arang distt-raipur
194882
sr.no/arang mandi/1-3/26-27/1982/raipur/25.06.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
4 days
CGSMB
Required Past Technical Experience: AS DETAILED IN NIT CONDITION
Required Financial Turnover (in INR): AS PER NIT/NIT CONDI
Required Bid Capacity (in INR): AS PER NIT/NIT CONDI
21 documents required · 21 mandatory
Chhattisgarh State Mandi Board (CGSMB)
WORKS
MR BUYER ADMIN(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CGSMB
TENDER SECTION
RAIPUR
120
04
No
0
194882
20 Jul, 2026 5:00:00 PM IST
28 Jul, 2026 11:00:00 AM IST
4 Jul, 2026 3:00:00 PM IST
sr.no/arang mandi/1-3/26-27/1982/raipur/25.06.2026
Construction of cement concrete road near mandir chowk in village bancharoda block-arang mandi samiti area arang distt-raipur
18000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
1790000.00
2
27 Jul, 2026 5:00:00 PM IST
1790000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
3000.00 INR
21 documents required · 14 mandatory · 7 optional
₹3,000
₹18,000
20 Jul 2026
4 Jul 2026
28 Jul 2026
4 Jul 2026
27 Jul 2026
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-10 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
DRAIN
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-10 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-10 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-10 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-10 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
ASSISTANT ENGINEER
DESCRIPTION OF ITEMS
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , Carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Providing and laying cement concrete for plain concrete/ reinforced P.C.C. M-25 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil Up to 3 m depth
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20
ASSISTANT ENGINEER
Title
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT CONCRETE ROAD IN ASHARIT GRAM DEVERBHATA IN VILLAGE - DHUSERA, AT BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD AND DRAIN FROM DUKHIT'S HOUSE TO KURRU APPROACH ROAD IN VILLAGE - TARRA, BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD FROM MAHESH SINHA'S HOUSE TO SHEETLA MANDIR IN VILLAGE - AALEKHUNTA, AT BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD FROM ULLU SAHU'S HOUSE TO SALIK'S HOUSE IN VILLAGE - GHONT SONTH, AT BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD FROM MADHAV'S HOUSE TO ASHUTOSH'S HOUSE IN VILLAGE - PIPROUD, AT BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD FROM INDEY PATEL'S HOUSE TO BASANT DEVANGAN'S HOUSE IN VILLAGE - MANDLOR, AT BLOCK- ABHANPUR , DISTT- RAIPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF CEMENT COCRETE ROAD AT ASHARIT GRAM PAUTA IN VILLAGE - TANDUL, AT BLOCK- ABHANPUR , DISTT- RAIPUR
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 3.27 (i)
PWD S.O.R FOR ROAD WORKS 6.3 (i)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 3.27 (ii)
DRAIN
PWD S.O.R FOR ROAD WORKS 3.27 (iii)
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 3.27 (i)
PWD S.O.R FOR ROAD WORKS 6.3 (i)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 3.27 (ii)
PWD S.O.R FOR ROAD WORKS 3.27 (iii)
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 3.27 (i)
PWD S.O.R FOR ROAD WORKS 6.3 (i)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 3.27 (ii)
PWD S.O.R FOR ROAD WORKS 3.27 (iii)
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 3.27 (i)
PWD S.O.R FOR ROAD WORKS 6.3 (i)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 3.27 (ii)
PWD S.O.R FOR ROAD WORKS 3.27 (iii)
PWD S.O.R FOR ROAD WORKS 4.11
ASSISTANT ENGINEER
PWD S.O.R FOR ROAD WORKS 3.2
PWD S.O.R FOR ROAD WORKS 3.13
PWD S.O.R FOR ROAD WORKS 4.1 (b)(ii)
PWD S.O.R FOR ROAD WORKS 6.4
PWD S.O.R FOR ROAD WORKS 4.11
PWD S.O.R FOR ROAD WORKS 9.1
PWD S.O.R FOR ROAD WORKS 9.8 (i)
PWD S.O.R FOR ROAD WORKS 9.8 (ii)
ASSISTANT ENGINEER
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
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details.html
html • 1.10 MB
3292559755432200362_186759_cc road bastar.doc
NIT • 0.35 MB
4130750243040417404_37803_Guidelines to Bidders_EPS_ v1.pdf
NIT • 0.09 MB
6106491990248549652_194882_CC ROAD abhanpur.xlsx
BOQ • 0.13 MB
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