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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-AOC | ₹7.5 Cr Quoted ₹8.2 Cr | L1 | Accepted-AOC ADMITTED |
| 2 | L2₹8.5 Cr+₹31.3 L (3.82%)Rejected-Finance DEHRADUN | UTTARAKHAND | 248001 | ₹8.5 Cr+₹31.3 L (3.82%) | L2 | Rejected-Finance rejected |
Tender Value
Refer Docs
EMD Value
₹20.5 L
Closing Date
21 Mar 2023, 2:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
SE STP KHERI CIRCLE PWD SITAPUR
W/S og Maigalganj to Madhiyaghat Road ODR Ch. 0.000 to 6.000
2023_CEUCZ_778569_2
614/352C/Etender/STP KHERI dt 09.02.2023
Open Tender
Civil Works
Item Rate
365 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹20.5 L
SE STP KHERI CIRCLE PWD SITAPUR
29 Mar 2023
1 Mar 2023
21 Mar 2023
1 Mar 2023
21 Mar 2023
1 Mar 2023
6 Mar 2023
Amount
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.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Emulsion with 3.5% emulsion & 1% cement)
Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Grade-II)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Construction of U Type R.C.C Drain 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (R.C.C M-20)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1000mm dia Hume pipe culvert Earthwork 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,brakfilling the excavation
Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. . (PCC M-15)
Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications
Providing & Laying 1000mm dia N.P3 Hume pie culvert pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
1x3.00 Mtr span R.C.C Culvert Earthwork in excavation for structures as per drawing and technical specifications , including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottam and backfilling with approved material.
Plain Cement Concrete M 15 in open foundation complete as per drawing & clause 1500, 1700 & 2100 MORT&H Specifications.
Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-20)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Drainage Spouts complete as per drawing and Technical specification
Pointing with Cement mortar (1:3) on brick work as per Technical Specification
Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
1x6.00 Mtr span R.C.C Culvert Earthwork in excavation for structures as per drawing and technical specifications , including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottam and backfilling with approved material.
Plain Cement Concrete M 15 in open foundation complete as per drawing & clause 1500, 1700 & 2100 MORT&H Specifications.
Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-25)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Drainage Spouts complete as per drawing and Technical specification
Pointing with Cement mortar (1:3) on brick work as per Technical Specification
Providing weep holes in brick masonary abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
M/S KESHRAM CONTRACTOR
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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