Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.9 CrAccepted-AOC | ₹94.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹99.0 CrRejected-Finance | ₹99.0 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹105.0 CrRejected-Finance | ₹105.0 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹112.9 CrRejected-Finance | ₹112.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹115.7 CrRejected-Finance | ₹115.7 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L9 | M/S CHAUDHARY ASSOCIATES L3 | M/S R P INFRAVENTURE PRIVATE LIMITED L5 | Jeet Construction L4 | SRS EXPRESS PRIVATE LIMITED L12 | M/s Raj Laxmi Enterprises L8 | B.P.Construction L6 | SHARMA CONSTRUCTION PROJECT PVT LTD L11 | GSR Infratech pvt ltd L13 | RCC DEVELOPERS PRIVATE LIMITED L1 | Ajay Builders Engineers & Construction OPC Pvt. Ltd. L7 | AMBE INFRAPROJECTS PRIVATE LIMITED L2 | M/s Nirbhay Constructions L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches (SI No. 251 (a) | 1,57,164 | Cum. | 55 ₹86.4 L | 30 ₹47.1 L | 65 ₹1.0 Cr | 40 ₹62.9 L | 90 ₹1.4 Cr | 60 ₹94.3 L | 50 ₹78.6 L | 90 ₹1.4 Cr | 100 ₹1.6 Cr | 21 ₹33.0 L | 80 ₹1.3 Cr | 30 ₹47.1 L | 40 ₹62.9 L |
| 2.00 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (including royality and 7.0 Km cartage) | 38,663 | Cum. | 55 ₹21.3 L | 100 ₹38.7 L | 224.98 ₹87.0 L | 180 ₹69.6 L | 225.3 ₹87.1 L | 200 ₹77.3 L | 50 ₹19.3 L | 225.3 ₹87.1 L | 230 ₹88.9 L | 50 ₹19.3 L | 199 ₹76.9 L | 50 ₹19.3 L | 97 ₹37.5 L |
| 3.00 | 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 | 75,458 | Cum. | 2,500 ₹18.9 Cr | 2,050 ₹15.5 Cr | 2,099.79 ₹15.8 Cr | 2,300 ₹17.4 Cr | 2,720 ₹20.5 Cr | 2,700 ₹20.4 Cr | 2,600 ₹19.6 Cr | 2,680 ₹20.2 Cr | 3,090 ₹23.3 Cr | 1,850 ₹14.0 Cr | 2,503 ₹18.9 Cr | 1,900 ₹14.3 Cr | 2,700 ₹20.4 Cr |
| 4.00 | Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 45,026 | Cum. | 2,600 ₹11.7 Cr | 2,050 ₹9.2 Cr | 2,199.78 ₹9.9 Cr | 2,450 ₹11.0 Cr | 2,730 ₹12.3 Cr | 2,750 ₹12.4 Cr | 2,900 ₹13.1 Cr | 2,700 ₹12.2 Cr | 3,280 ₹14.8 Cr | 1,900 ₹8.6 Cr | 2,606 ₹11.7 Cr | 2,000 ₹9.0 Cr | 2,900 ₹13.1 Cr |
| 5.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carrisge of mixed material by tipper to site, laying with 1% OPC cement and 3.5% emulsion in uniform single layer on slub base/subgrafe and compacting with the road roller to achieve the desire density. | 36,764 | Cum. | 6,500 ₹23.9 Cr | 4,900 ₹18.0 Cr | 4,999.5 ₹18.4 Cr | 5,750 ₹21.1 Cr | 7,063.1 ₹26.0 Cr | 6,150 ₹22.6 Cr | 4,300 ₹15.8 Cr | 7,063.1 ₹26.0 Cr | 7,380 ₹27.1 Cr | 4,200 ₹15.4 Cr | 6,245 ₹23.0 Cr | 5,350 ₹19.7 Cr | 6,500 ₹23.9 Cr |
| 6.00 | Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 6,09,654 | Sqm. | 12 ₹73.2 L | 10 ₹61.0 L | 10 ₹61.0 L | 14 ₹85.4 L | 15 ₹91.4 L | 10 ₹61.0 L | 15 ₹91.4 L | 15 ₹91.4 L | 18 ₹1.1 Cr | 10 ₹61.0 L | 13 ₹79.3 L | 10 ₹61.0 L | 11 ₹67.1 L |
| 7.00 | Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.(Grade-II) | 38,423 | Cum. | 9,000 ₹34.6 Cr | 7,800 ₹30.0 Cr | 9,199.08 ₹35.3 Cr | 7,900 ₹30.4 Cr | 9,970 ₹38.3 Cr | 8,900 ₹34.2 Cr | 8,300 ₹31.9 Cr | 9,970 ₹38.3 Cr | 9,900 ₹38.0 Cr | 7,700 ₹29.6 Cr | 8,815 ₹33.9 Cr | 7,100 ₹27.3 Cr | 9,500 ₹36.5 Cr |
| 8.00 | Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 6,28,014 | Sqm. | 12 ₹75.4 L | 9 ₹56.5 L | 9 ₹56.5 L | 12 ₹75.4 L | 12.3 ₹77.2 L | 15 ₹94.2 L | 14 ₹87.9 L | 12.3 ₹77.2 L | 14 ₹87.9 L | 10 ₹62.8 L | 11 ₹69.1 L | 10 ₹62.8 L | 10 ₹62.8 L |
| 9.00 | Providing and laying bituminous cocnrete with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 509 complete in all respects. | 18,840 | Cum. | 10,500 ₹19.8 Cr | 9,500 ₹17.9 Cr | 10,698.93 ₹20.2 Cr | 9,200 ₹17.3 Cr | 11,568 ₹21.8 Cr | 9,000 ₹17.0 Cr | 10,870 ₹20.5 Cr | 11,568 ₹21.8 Cr | 11,990 ₹22.6 Cr | 8,500 ₹16.0 Cr | 10,228 ₹19.3 Cr | 8,500 ₹16.0 Cr | 10,700 ₹20.2 Cr |
| 10.00 | Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-charge. For small area for big area as per MORTH or MORD (S.I.No. 772) | 11,585 | Sqm. | 6 ₹69,510 | 5 ₹57,925 | 6 ₹69,510 | 7 ₹81,095 | 7 ₹81,095 | 7 ₹81,095 | 100 ₹11.6 L | 7 ₹81,095 | 14 ₹1.6 L | 7 ₹81,095 | 6 ₹69,510 | 6 ₹69,510 | 30 ₹3.5 L |
Tender Value
₹148 Cr
EMD Value
₹1.5 Cr
Closing Date
9 May 2025, 2:00 pmClosed
Superintending Engineer Saharanpur Circle PWD SRE
Superintending Engineer Saharanpur Circle PWD SRE
Work on widening and strengthening the Delhi Yamunotri road (SH) in Saharanpur district from km 167.50 to km 193.00 as four lanes and from km 193.00 to 207.00 as two lanes with paved shoulders.
2025_CEMRT_1023201_1
8668/94MS-S/2024 Date 09-12-2024
Open Tender
Civil Works
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹1.5 Cr
16 Oct 2025
28 Mar 2025
9 May 2025
28 Mar 2025
9 May 2025
28 Mar 2025
Amount
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 and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches (SI No. 251 (a)
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (including royality and 7.0 Km cartage)
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
Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carrisge of mixed material by tipper to site, laying with 1% OPC cement and 3.5% emulsion in uniform single layer on slub base/subgrafe and compacting with the road roller to achieve the desire density.
Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4.5% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects.(Grade-II)
Providing and applying tack coat with bitumen VG-10 using 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 cocnrete with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 509 complete in all respects.
Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-charge. For small area for big area as per MORTH or MORD (S.I.No. 772)
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-25)
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. (Old SOR S.I.No. 504)
Cement Concrete 1:4:8 in foundation with 4Cm gauge stone ballast. (S.I. No. 281)
M-150 Brick in 1:3 Cement Coarse sand mortar. (S.I. No. 307)
Providing and laying of Hume Pipe 600 mm, dia NP-3 jointing ends fixing collars with 1:2 cement & coarse sand mortar.
Providing and laying of Hume Pipe 1000 mm, dia NP-3 jointing ends fixing collars with 1:2 cement & coarse sand mortar.
Cement pointing (stuck) with 1:2 & sand mortar. (S.I. No. 578)
Cement Plaster 12mm thick in 1:3 cement & coarse sand mortar. (S.I. No. 583)
Plain Cement contrete 1:2:4 mix with 20 mm normal size coarse aggregate. (New Item No. -1 P-16)
Providing and fixing 5th Km. Stone complete as per E/I
Providing and fixing Km. Stone complete as per E/I
Providing and fixing HM Stone complete as per E/I
Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). (S.I.No. 694)
Plain cement concrete in open foundation complete as per drawing and technical specifications. M-15 (Morth ref. 15.11-A Case -II Page No. 671)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. M-30 (Morth ref. 15.11-G Case -II Page No. 681)
Plain/Reinforced cement concrete for wall & slab etc. complete as per drawing and technical specifications. M-30 (Morth ref. 15.12-C Case -II Page No. 687)
RCC Grade M 40 using batching plant, Transit Mixer & manual placing unit M-30 (Morth ref. 15.11 Case -II Page No. 684)
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761(C)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5096006)
M/S CHAUDHARY ASSOCIATES (BID ID -5134573)
Jeet Construction (BID ID -5135004)
M/S R P INFRAVENTURE PRIVATE LIMITED (BID ID -5134671)
B.P.Construction (BID ID -5154274)
Ajay Builders Engineers & Construction OPC Pvt. Ltd. (BID ID -5152814)
M/s Raj Laxmi Enterprises (BID ID -5145351)
SIDDHARTH CONSTRUCTION (BID ID -5131943)
M/s Nirbhay Constructions (BID ID -5178515)
SHARMA CONSTRUCTION PROJECT PVT LTD (BID ID -5132034)
SRS EXPRESS PRIVATE LIMITED (BID ID -5143504)
GSR Infratech pvt ltd (BID ID -5154625)
stage.html
html • 0.09 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
BOQ.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid