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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAccepted-AOC 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | ₹8.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.9 Cr+₹8.4 L (0.95%)Rejected-Finance GRAM BHIMAPAR TEHSIL NAUGARTH DISTRICT SIDDHARTHNAGAR | SIDDHARTH NAGAR | UTTAR PRADESH | 272152 | ₹8.9 Cr+₹8.4 L (0.95%) | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATES. |
| 3 | L3₹9.2 Cr+₹31.3 L (3.54%)Rejected-Finance MOH LALA TELI KI BAZARIYA SHAHJAHANPUR | ₹9.2 Cr+₹31.3 L (3.54%) | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATES. |
| 4 | L4₹9.3 Cr+₹50.5 L (5.72%)Rejected-Finance | ₹9.3 Cr+₹50.5 L (5.72%) | L4 | Rejected-Finance REJECTED DUE TO HIGHER RATES. |
| 5 | L5₹9.9 Cr+₹1.0 Cr (11.7%)Rejected-Finance N A | NA | NA | 121004 | ₹9.9 Cr+₹1.0 Cr (11.7%) | L5 | Rejected-Finance REJECTED DUE TO HIGHER RATES. |
Tender Value
₹12.3 Cr
EMD Value
₹24.7 L
Closing Date
29 Feb 2024, 12:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF SE UNNAO CIRCLE PWD UNNAO
WIDENING AND STRENGTEHNING OF PALIYA LUCKNOW ROAD (NH-731) NANAKGANJ KHADRA GAUSHALA TO HARDOI PIHANI CHAPARTALA ROAD (MDR) CH 0.00 TO 6.400 UNDER RSN SCHEME(LENGTH 6.400 KM) IN DIST. HARDOI
2024_CEUCZ_901454_1
972/M/1MT/E-TENDER/U.C/2024 DT 15.02.2024
Open Tender
Civil Works - Roads
Percentage
365 days
HARDOI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹24.7 L
Yes
OFFICE OF SE UNNAO CIRCLE PWD UNNAO
2 Apr 2024
21 Feb 2024
29 Feb 2024
21 Feb 2024
29 Feb 2024
21 Feb 2024
23 Feb 2024
Amount
Excavation for roadwork in soil with hydraulic excavator 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. (Including Labour Cess and Excluding G.S.T)
Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table No 300-2 (Compaction only) (Including Labour Cess and Excluding G.S.T)
Construction of embankment with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table No 300-2 (Including Labour Cess and Excluding G.S.T)
Construction of subgrade and earthen shoulders with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2 (Including Labour Cess and Excluding G.S.T)
Construction of granular sub-base by providing closed 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. (in widening portion) (Including Labour Cess and Excluding G.S.T)
Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres. (Including Labour Cess and Excluding G.S.T)
Wet Mix Macadam (Plant Mix Method) 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including Labour Cess and Excluding G.S.T)
(1) Wet Mix Macadam Add ( Cement @ 1 % + Emulsion @ 3.5%)Providing ,Laying, spreading and compacting stone aggregate to wet mix macadam (with 3.5% emulsion and OPC cement @ 1% by weight of mix) 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 coarse on well prepared surface and compacting with vibratory roller to achieve the desired density (Including Labour Cess and Excluding G.S.T)
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% 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 MoRT & H Specifications Clause 505 complete in all respects. (Including Labour Cess and Excluding G.S.T)
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . (Including Labour Cess and Excluding G.S.T)
Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with mechanical broom. (Including Labour Cess and Excluding G.S.T)
Providing and laying bituminious concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.4% 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 MoRT & H Specifications Clause 507 complete in all respects. (Including Labour Cess and Excluding G.S.T)
construction of un reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement @310 kg per cum ,coarse and fine aggregate not exceeding 25 mm mixed in batching and mixing plant as per approved mix design ,transported to site,laid with a fixed from or slip from paver,spread compacted and finished in a continuous operation including provision of contraction,expansion construction and longitudinal joints filler,separation membrane,sealent primer,joint sealant,debonding ,strip,dowelbar,tie rod,admixture as approved,curing compound,finishing to lines and grades as per drawing (Including Labour Cess and Excluding G.S.T)
Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials. dressing of sites and bottom and backfilling with approved material. (Including Labour Cess and Excluding G.S.T)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including Labour Cess and Excluding G.S.T)
Brick masonry work in 1:3 in sub structure complete excluding pointing and plastering as per drawing and technical speficiations. (Including Labour Cess and Excluding G.S.T)
Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification using batching plant transit mixer and concrete pump. Grade M25 (Including Labour Cess and Excluding G.S.T)
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. (Including Labour Cess and Excluding G.S.T)
Supplying, fitting and placing un-coated mild steel reinforcement in foundation complete as per Drawing and Technical Specifications. (Including Labour Cess and Excluding G.S.T)
Pointing with cement mortar (1:3) on brickwork in sub structure as per technical specification. (Including Labour Cess and Excluding G.S.T)
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 Specification. (Including Labour Cess and Excluding G.S.T)
Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials. dressing of sites and bottom and backfilling with approved material. (Including Labour Cess and Excluding G.S.T) (For RCC Drain)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Including Labour Cess and Excluding G.S.T) (For RCC Drain)
Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification using batching plant transit mixer and concrete pump. Grade M20 (Including Labour Cess and Excluding G.S.T) (For RCC Drain)
Supplying, fitting and placing un-coated mild steel reinforcement in foundation complete as per Drawing and Technical Specifications. (Including Labour Cess and Excluding G.S.T) (For RCC Drain)
OM PRAKASH CHAUBEY
RITESH KUMAR ANAND
M/S ANMOL TRADERS
M/S JAIN BROTHERS
M/S Ram Sewak Har Govind Sahai
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