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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 CrAccepted-AOC | ₹10.1 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹10.1 CrRejected-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹10.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹10.9 CrRejected-Finance | ₹10.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹11.1 CrRejected-Finance | ₹11.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹15.1 CrRejected-Finance 102 IST FLOOR DEVIKA CHAMBER RDC RAJ NAGAR GHAZIABAD U P | GHAZIABAD | UTTAR PRADESH | 201001 | ₹15.1 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹15.1 Cr
EMD Value
₹30 L
Closing Date
9 Jan 2025, 2:00 pmClosed
superintending engineer saharanpur circle pwd saha
superintending engineer saharanpur circle pwd saharanpur
Strengthening of Mansurpur Shahpur Road From Km-1 to 16 (ODR).
2024_CEMRT_986772_3
8583/24MS-S/2024 Date 05-12-2024
Open Tender
Civil Works
365 days
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹30 L
saharanpur
22 Feb 2025
3 Jan 2025
9 Jan 2025
3 Jan 2025
9 Jan 2025
3 Jan 2025
7 Jan 2025
Amount
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Excluding GST
Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11.5 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 522.Excluding GST
Tack Coat on Bituminous surfaces. 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 surface cleaned with mechanical broom.Excluding GST
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.Excluding GST
Tack Coat on Bituminous surfaces. 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.Excluding GST
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.Excluding GST
(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ).Excluding GST
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.Excluding GST
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.Excluding GST
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 410 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 (M-30).Excluding GST
Supply & laying of 80mm 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.Excluding GST
Concrete with 2 cm. gauge stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 6:3:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work as per SI No. 279(b) Excluding GST
R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. SI No. 289. Excluding GST
R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra but for slab. SI No. 284(a)Excluding GST
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire as per (SI.No.504).Excluding GST
M150 Brick Work in one cement & three coarse sand mortar in foundation and plinth including supply of all materials labour, Tools & plants etc.required for proper completion of the work as per SI No. 307.Excluding GST
Cement Concrete with 4cm gauge approved stone grit,coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work as per SI No. 281.Excluding GST
Cement Concrete with 2cm gauge approved stone grit,coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work as per SI No. 279(a).Excluding GST
Struck pointing with cement mortar consisting of 1part cement and 2 parts of fine sand of 1.25 Fineness modulus as per SI No. 574.Excluding GST
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.Excluding GST
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.Excluding GST
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. Excluding GST
raghuvanshi construction (BID ID -4840155)
M/S CHAUDHARY ASSOCIATES (BID ID -4839566)
RCC DEVELOPERS PRIVATE LIMITED (BID ID -4841289)
NP BUILDWELL PRIVATE LIMITED (BID ID -4839855)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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