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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.7 CrAccepted-Finance | ₹51.7 Cr | L1 | Accepted-Finance Accepted due to lowest rate quoted. |
| 2 | L2₹52.8 CrRejected-Finance 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | ₹52.8 Cr | L2 | Rejected-Finance Rejected due to higher rate quoted. |
| 3 | L3₹53.1 CrRejected-Finance GRAM DEVRADA TARABGANJ DISTRICT GONDA UTTAR PRADESH | GONDA | UTTAR PRADESH | 271001 | ₹53.1 Cr | L3 | Rejected-Finance Rejected due to higher rate quoted. |
Tender Value
Refer Docs
Closing Date
16 Jul 2021, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Widening and Strengthening of Bahraich-Kakardari Road (SH-156) Km-13 to 42 (Length-30.00Km) in Distt Shrawasti
2021_CEDPW_601619_1
2168/8 Kam/e_Tendering/2020-21 Dated 02-07-2021
Open Tender
Civil Works
330 days
Shrawasti
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,154
Exempted
Bahraich
22 Jul 2021
6 Jul 2021
17 Jul 2021
9 Jul 2021
16 Jul 2021
9 Jul 2021
12 Jul 2021
Amount
Dismantling of brick soling including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Relaying brick soling layer on prepared sub-grade with brick according to line, graded and cross section shown on the drawing filling joint with local earth, spreading 25 mm thick layre of earth over brick soling, watering and rolling the same with three wheeled road roller, as per MORD Spec. No.412 S.No. 4.18
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, within all lifts. MORTH Spec. 301 S.No. 3.6
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. complete as per M.O.R.T.&H specifition clause 305 S.No. 3.17 (compaction only)
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. S.No. 3.16 Spec to M 305
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Lead - 1 km.) S.No. 3.16 Spec to M 305
Construction of granular sub-base by providing coars graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per Clause No. 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 paver.
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 1% OPC cement and 3.50% emulsion 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 M.O.R.T.&H. specification clause 406 complete in all respects.
Construction of patries with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. S.No. 3.18 Spec to M 305
Construction of patries with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Lead-1km.) S.No. 3.18 Spec to M 305
Providing and applying tack coat with V.G. 10 bitumen using pressure distributor at the rate of 0.30 kg per sqm on prepared bituminous surface.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 120 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg/cum, coarse and fine aggregate conforming to IS-383, maximum size of corse aggregate not exceeding 25mm, mixed in a batching plant as per aproved mix design, transported to site, laid with a paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinaj joints, joint filler, separation membrance, sealant primer, joint sealant, deonding strip, dowel bar, tie rod, admixture as approved, curing compound, finishing to lines and grades as per drawing. MORT&H Spec. No.602
Earth Work in excavation for structure, trenches including disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material etc. complete as per Technical Specification.MORTH S.No. 12.1
P/L Plain Cement concrete in 1:1.5 :3 with cement, coarse sand and 20mm gauge stone ballast mechanically mixed, plased in foundation of cuvert including cost of all labour materias, and T&P etc. required for proper completion of the work.
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
P/L Cement concrete in 1:3 :6 with cement, fine sand and 40mm gauge stone ballast below parapet of cuvert including cost of all labour materias, and T&P etc. required for proper completion of the work.
Providing & laying of filter media underneath pitching of slope with including supply of all material labour T&P etc. MORD S.No. 14.6
Supply & Laying of 900mm dia NP-3HP including loading unloading cartage and all taxes etc complete.
Brick work with 150 class brick and 1:3 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work.
Pointing with cement mortar 1:3 on Brick work in cement mortar i/c etc. complete as per Technical Specification
Plastering with cement mortar 1:4 on Brick work in cement mortar i/c etc. complete as per Technical Specification
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
P/L of 25-60 Kg stone boulder for protection against scour including cost of material labour T&P etc complete. MORT&H Spe. 2503 S.No. 15.1
M/s R And C Infraengineers Private Limited
M/s Alok Construction
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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