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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-AOC 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹8.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.7 Cr+₹53.7 L (6.58%)Rejected-Finance | ₹8.7 Cr+₹53.7 L (6.58%) | L2 | Rejected-Finance L2 |
| 3 | L3₹11.1 Cr+₹3.0 Cr (36.4%)Rejected-Finance 249 SHALIMAR SHAMLI | SHAMLI | SHAMLI | UTTAR PRADESH | ₹11.1 Cr+₹3.0 Cr (36.4%) | L3 | Rejected-Finance L3 |
| 4 | L4₹11.2 Cr+₹3.0 Cr (36.8%)Rejected-Finance | ₹11.2 Cr+₹3.0 Cr (36.8%) | L4 | Rejected-Finance L4 |
Tender Value
₹11 Cr
EMD Value
₹22 L
Closing Date
3 Jan 2025, 2:00 pmClosed
superintending engineer saharanpur circle pwd saha
superintending engineer saharanpur circle pwd saharanpur
Widening and strengthening work of Shoram Goyla Mandavali Road (other district road) from chain 0.000 to 9.600 in Muzaffarnagar district.
2024_CEMRT_986772_1
8583/24MS-S/2024 Date 05-12-2024
Open Tender
Civil Works
Item Rate
365 days
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹22 L
saharanpur
3 Mar 2025
24 Dec 2024
3 Jan 2025
24 Dec 2024
3 Jan 2025
24 Dec 2024
30 Dec 2024
Amount
Scraping old painted surface including disposal of all scraped material to a distance of 30 meter (100 ft) as directed by Engineer-in-charge. S.I. No 772 i/c cost of all material, labour, T&P etc. complete but Excluding GST.
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 i/c cost of all material, labour, T&P etc. complete but 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.i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Construction of granular sub-base by providing close 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 achieve the desired density, complete as per clause 401. .i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Dismantle of Flexible and Granular pavements and spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per technical Specification Clause 202..i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Stablized Sub-base (FDR Without Addtitive) Providing, laying, spreading and compacting of existing granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength.(without additive) .i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam after mixing with water OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub-base/sub-grade and compacting with vibratory roller to achieve the desired density..i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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.i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Providing and applying tack coat with bitumenVG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom..i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 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 .i/c cost of all material, labour, T&P etc. complete but Excluding GST.
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 ) i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Cement Concrete with 4 cm gauge approved stone ballast, 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 (SI.No. 281) i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Reinforcement Cement Concrete in 1:2:4 with 20mm Stone Grit, Coarse Sand & Cement. (SI.No.282) i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Plain Cement Concrete 1:3:6 Mix With Crushed Stone Aggregate 40 MM Nominal Size Mechanically Mixed, Placed In Foundation and Compacted By Vibration including Curing for 14 Days. (S.I. No 279b) i/c cost of all material, labour, T&P etc. complete but Excluding GST.
M-150 class brick masonary laid in 1:3 cement and coarse sand mortar. (S.I. No 307) i/c cost of all material, labour, T&P etc. complete but Excluding GST.
R.C.C. grade M25 work with cement coarse sand and 20mm gauge stone ballast in bed block.i/c cost of all material, labour, T&P etc. complete but Excluding GST.
Cement Concrete M15 grade 1:4:8 in foundation with 40mm Brick Ballast, C Sand & Cement. (S.I. No 275) i/c cost of all material, labour, T&P etc. complete but Excluding GST
Cement Concrete M20 grade in 1:2:4 with 20mm Stone Grit, Coarse Sand & Cement. (S.I. No 279) i/c cost of all material, labour, T&P etc. complete but Excluding GST
Struck pointing with cement and fine sand of 1.25 F.M. in ratio of 1:2 on brick work. (S.I. No 574) i/c cost of all material, labour, T&P etc. complete but Excluding GST
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 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. i/c cost of all material, labour, T&P etc. complete but Excluding GST
Drainage Spouts complete as per drawing and Technical specification.i/c cost of all material, labour, T&P etc. complete but 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. i/c cost of all material, labour, T&P etc. complete but Excluding GST
Providing and laying 350mm dia.reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. i/c cost of all material, labour, T&P etc. complete but Excluding GST
Providing and laying 600mm dia.reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. i/c cost of all material, labour, T&P etc. complete but Excluding GST
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. (New Item 7) i/c cost of all material, labour, T&P etc. complete but Excluding GST
M/S ARYA CONSTRUCTION CO. (BID ID -4828168)
M/S S S CONTRACTOR (BID ID -4829763)
M/S CHAUDHARY ASSOCIATES (BID ID -4826697)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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