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Tender Value
₹1.4 Cr
EMD Value
₹1.1 L
Closing Date
2 Sept 2026, 5:00 pm
MR BUYER ADMIN(DFLT)
CGSMB
CONSTRUCTION OF CEMENT CONCRETE ROAD AND DRAIN FROM BHARAT KIRAYA BHANDAR TO PUNJAB BOOT HOUSE, FROM BATRA JI HOUSE TO KASHIRAM NAGAR SEWER BESIDE GURVINDER SINGH CHADDA HOUSE, FROM BATRA JI HOUSE BACK SIDE TO JASSI RANDHAWA HOUSE, FROM MANJEET SINGH SALUJA HOUSE TO WADHWANI JI HOUSE IN WARD NO. 48 GURUGHASIDAS ZONE NO- 03. AND INFRONT OF MARUTI DAIRY,KATORA TALAB, AND FROM HANUMAN MANDIR ARVIND NAGAR BASTI TO PENSION BADA ANGANBADI , FROM DURGA MANDIR TO SIGN BOARD MAIN ROAD IN PUNJAB COLONY, FROM DURGA MANDIR TO RAM JANKI MANDIR IN PUNJABI COLONY IN WARD NO-57 , ZONE NO-04 AND IN ZONE NO-06, WARD NO-59, CONSTRUCTION OF C.C ROAD BEHIND RAJDHANI HOSPITAL, AND IN WARD NO-62 AT C.G NAGAR, AND IN WARD NO-58 FROM VAASNA LANE TO NANDU KIRANA STORE, AND CONSTRUTION OF DRAIN FROM DHIRAJ SHRIVASTAV HOUSE TO NAGAR NIGAM CORPORATOR AASIF OFFICE , AND CONSTRUCTION OF C.C ROAD FROM JAITKHAM TO LAVANYA THREAD HOUSE . AND IN ZONE NO- 05 WARD NO 41 CONSTRUCTION OF CEMENT CONCRETE ROAD AND CULVERT AT SUNDAR NAGAR IN NAGAR NIGAM AREA RAIPUR DISTT-RAIPUR
198048
Sr no/b6/V.S SOUTH RAIPUR/51/2026_27/2803/raipur/11.08.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
10 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
CGSMB
TENDER SECTION
RAIPUR
120
10
No
0
198048
2 Sep, 2026 5:00:00 PM IST
11 Sep, 2026 11:00:00 AM IST
20 Aug, 2026 6:00:00 PM IST
Sr no/b6/V.S SOUTH RAIPUR/51/2026_27/2803/raipur/11.08.2026
CONSTRUCTION OF CEMENT CONCRETE ROAD AND DRAIN FROM BHARAT KIRAYA BHANDAR TO PUNJAB BOOT HOUSE, FROM BATRA JI HOUSE TO KASHIRAM NAGAR SEWER BESIDE GURVINDER SINGH CHADDA HOUSE, FROM BATRA JI HOUSE BACK SIDE TO JASSI RANDHAWA HOUSE, FROM MANJEET SINGH SALUJA HOUSE TO WADHWANI JI HOUSE IN WARD NO. 48 GURUGHASIDAS ZONE NO- 03. AND INFRONT OF MARUTI DAIRY,KATORA TALAB, AND FROM HANUMAN MANDIR ARVIND NAGAR BASTI TO PENSION BADA ANGANBADI , FROM DURGA MANDIR TO SIGN BOARD MAIN ROAD IN PUNJAB COLONY, FROM DURGA MANDIR TO RAM JANKI MANDIR IN PUNJABI COLONY IN WARD NO-57 , ZONE NO-04 AND IN ZONE NO-06, WARD NO-59, CONSTRUCTION OF C.C ROAD BEHIND RAJDHANI HOSPITAL, AND IN WARD NO-62 AT C.G NAGAR, AND IN WARD NO-58 FROM VAASNA LANE TO NANDU KIRANA STORE, AND CONSTRUTION OF DRAIN FROM DHIRAJ SHRIVASTAV HOUSE TO NAGAR NIGAM CORPORATOR AASIF OFFICE , AND CONSTRUCTION OF C.C ROAD FROM JAITKHAM TO LAVANYA THREAD HOUSE . AND IN ZONE NO- 05 WARD NO 41 CONSTRUCTION OF CEMENT CONCRETE ROAD AND CULVERT AT SUNDAR NAGAR IN NAGAR NIGAM AREA RAIPUR DISTT-RAIPUR
106000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
14056000.00
2
10 Sep, 2026 5:00:00 PM IST
14056000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
5000.00 INR
13d 0h 13m
21 documents required · 19 mandatory · 2 optional
₹5,000
₹1.1 L
20 Aug 2026
20 Aug 2026
11 Sept 2026
20 Aug 2026
10 Sept 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 leads & lifts as per relevant clauses of section 300.
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. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE 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 leads & lifts as per relevant clauses of section 300.
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. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE 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 leads & lifts as per relevant clauses of section 300.
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. A. Plant Mix method ( With Mechanically crushed stone only) (b) For lower sub base with (ii) Grading - VI material
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications
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.
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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.)
Plain cement concrete complete as per drawing and Technical Specifications
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
EXECUTIVE ENGINEER
DESCRIPTION OF ITEMS
Excavation for drain chamber by Mannual means (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 concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-10
Providing and laying Un reinforced cement concrete without dowel bars including formwork and expansion , contraction and longitudinal drawings as per design and as per IRC-62, over a prepared baseas per approved mix design and finishing to lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume raods. With cement concretegrade M-30 and minimum cement concrete @ 375kg/cum
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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. 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
EXECUTIVE ENGINEER
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EXECUTIVE ENGINEER
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EXECUTIVE ENGINEER
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