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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-AOC | ₹5.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.2 Cr+₹64.3 L (11.6%)Rejected-Finance | ₹6.2 Cr+₹64.3 L (11.6%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.5 Cr+₹95.6 L (17.3%)Rejected-Finance | ₹6.5 Cr+₹95.6 L (17.3%) | L3 | Rejected-Finance L3 |
Tender Value
₹8.5 Cr
EMD Value
₹17 L
Closing Date
26 Feb 2025, 4:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Widening and Strengthening of work from Patla located on Raghunathpur Modinagar road to Rohta via Khanpur Siwalkhas Jani Tikri Rasulpurmadhi ODR from Ch 7.600 to 15.600
2025_CEMRT_1007983_1
391/11Cashier-MC CD Meerut Dt 22-01-25
Open Tender
Civil Works
Item Rate
365 days
EE CD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹17 L
SE MEERUT CIRCLE PWD MEERUT
15 Mar 2025
18 Feb 2025
26 Feb 2025
18 Feb 2025
26 Feb 2025
18 Feb 2025
19 Feb 2025
Amount
Dismentling of old brick laid on edge kharanja including stacking of old bricks.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
Construction of Embankment / Patri with Material obtained from Borrowpits. Cartage 3.00 km Construction of embankment / patri 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.
Providing & supply gunny bags including cost of sand and stitching of bags and laying in position.
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 1000m
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, complete as per clause 401. For grading-I Material
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.
Providing and applying primer coat with SS1 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7 kg/sqm using mechanical means.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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.
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/granular surface cleaned with mechanical broom.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
Supply & laying of 100mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.
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.
PCC Grade M15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical specifications
RCC Grade M20 Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Supply and Laying 600 mm dia hume pipe and filling the joint with cement and spun yarn including cost of all material, labour T&P and all taxes. (But excluding GST.
Brick masonry work in 1:3 in sub- tructure complete excluding pointing and plastering, as per drawing and Technical Specifications
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Providing and fixing of reinforced cement concrete M15grade 5th kilometre stone, kilometre stone, Hectometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Brick soling with straight over brunt bricks laid on edge (labour only) including preparation of subgrade io prescaibed camber, filling joints witn local earth.
RCC DEVELOPERS PRIVATE LIMITED (BID ID -4999213)
M/s Juneja Construction Pvt Ltd (BID ID -4997823)
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