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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAccepted-AOC | ₹13.6 Cr Quoted ₹14.1 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 135625360.50 by the Employer. |
| 2 | L2₹14.1 CrRejected-Finance | ₹14.1 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹14.8 CrRejected-Finance | ₹14.8 Cr | L3 | Rejected-Finance Due to L3 Rate |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹14.1 Cr
EMD Value
₹28.3 L
Closing Date
5 Jun 2020, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Widening and Strengthening of Mohammdi-Barbar-Jahanikhera road (ODR) in Km.-17 to 26 (Ch.-16.00 to 26.00)
2020_CEUCZ_467125_1
1276(1)/352C/E.TENDER/STP/20 Dt.27.04.20
Open Tender
Civil Works
365 days
Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
Executive Engineer PD PWD Kheri
₹28.3 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
15 Oct 2020
8 May 2020
5 Jun 2020
8 May 2020
5 Jun 2020
8 May 2020
23 May 2020
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m as per Technical Clause 301(S.No3.6 )of MORTH specification.(Excavation in widening) Including Labour Cess & Excluding G.S.T.
Construction of embankment with approved material obtained from borrow pits with all lifts and lead Up to 3.00 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per Technical Clause 305(S.No3.16 )of MORTH specification (Compaction only) Including Labour Cess & Excluding G.S.T.
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. as per Technical Clause 305(S.No3.17 )of MORTH specification. Including Labour Cess & Excluding G.S.T.
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 as per Technical Clause 305(S.No 3.18)of MORTH specification Including Labour Cess & Excluding G.S.T.
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, completeas per Technical Clause 401(S.No 4.1 b )of MORTH specification. Including Labour Cess & Excluding G.S.T.
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per technical clause 406 (S.N. 1 of MORTH specification) Including Labour Cess & Excluding G.S.T.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Clause 502 (S.No 5.10)of MORTH specification Including Labour Cess & Excluding G.S.T.
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Clause 503(S.No 5.20)of MORTH specification. Including Labour Cess & Excluding G.S.T.
Providing and laying dense graded bituminous 80mm thickness macadam with HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 per cent minimum 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. 507 complete in all respects. Including Labour Cess & Excluding G.S.T.
Providing and laying bituminous 30mm thickness concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent minimum 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 Including Labour Cess & Excluding G.S.T.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unTechnical Specifications Clause 202 (S.No 2.2) of MORTH specification . R.C.C Slaib Including Labour Cess & Excluding G.S.T.
Scraping of Bricks Dismantled from Brick Work including Stacking. Technical Specifications Clause 202 (S.No 2.4 vi) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Construction of embankment for by pass of proposed Culvert with approved material obtained from borrow pits with all lifts and lead Up to 3.00 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per Technical Clause 305(S.No3.16 )of MORTH specification Including Labour Cess & Excluding G.S.T.
Laying brick soling for by pass of proposed Culvert on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 Including Labour Cess & Excluding G.S.T.
Providing, laying and fixing 1000 mm dia Np-3 H.P.in culvert as per drawing and technical specification. (Including Labour Cess & Excluding G.S.T.)
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m as per Technical Clause 301(S.No3.6 )of MORTH specification
Plain /Reinforced Cement Concrete in open Foundation complete as per drawing and Technical Specification Clause 1500,1700&2100 (S.No 12.8) of MORTH specification. PCC Grade M 15 Including Labour Cess & Excluding G.S.T.
Brick masonry work (1:3with coarse sand ) in cement mortar in foundation complete excluding pointing and plastering as per drawing and Technical specifications Clause 1300 (S.No 12.50) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Furnishing and placing reinforced cement concrete in M-25 super structure as per Drawing and Technical Specifications Clause 1500,1600&1700(S.No 14.10) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1600,2200(S.No14.70 ) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications clauses 2706&2200 (S.No 13.80) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Providing and Fixing of drairage Spout as per drawing and Technical Specifications clauses 2705 (S.No 14.9) of MORTH specification . Including Labour Cess & Excluding G.S.T.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clauses 1300&2200 (S.No 13.20) of MORTH specification . . Including Labour Cess & Excluding G.S.T.
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less then 40 kg each complete as per drawing and Technical Specification.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications clauses 710.1.4.of IRC:78 and 2200(S.No13.10) of MORTH specification . Including Labour Cess & Excluding G.S.T.
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.
Furnishing and placing reinforced cement concrete in M-20 super structure as per Drawing and Technical Specifications Clause 1500,1600&1700 (S.No 14.10 ) of MORTH specification. Including Labour Cess & Excluding G.S.T.
Providing and Laying of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole Clause 803 (S.No.8.13 )of MORTH Specification. Including Labour Cess & Excluding G.S.T.
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Including Labour Cess & Excluding G.S.T.
Supplying and instalation of Delineaters(road way indicators, hazard markers, object marker) 80-100 cm high avove ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm reactangular or 75 mm dia circular reflectorised panal at the top buried or pressed in to the ground and conforming to IRC:79 and the Drawing as per Technical Clause 805 (S.No 8.15 ) of MORTH specification. Including Labour Cess & Excluding G.S.T.
M/s Progressive Construction Company
M/s Chopra Traders
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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