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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 CrAccepted-AOC SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹16.3 Cr Quoted ₹16.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹16.6 CrRejected-Finance NAHAR KHAN SARAI BADAUN | BADAUN | BUDAUN | UTTAR PRADESH | ₹16.6 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹17.1 CrRejected-Finance 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | ₹17.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹17.7 CrRejected-Finance 33 73 LATAKUNJ AJMER ROAD BALUGANJ AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹17.7 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹18.1 CrRejected-Finance M M I G B 96 RAMGANGA VIHAR PHASE 2 MORADABAD | MORADABAD | MORADABAD | UTTAR PRADESH | ₹18.1 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SHREE RAM CONSTRUCTION L4 | M/S A B INFRAZONE PRIVATE LIMITED L3 | R H Construction L2 | MAHENDRA SINGH L5 | M/s Hanu Infrastructure Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 Completed As Per Mort&h Clause No-3.06-301 | 6,398 | Cum | 30 ₹1.9 L | 86 ₹5.5 L | 44 ₹2.8 L | 80 ₹5.1 L | 30 ₹1.9 L |
| 2.00 | 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 4.1-401 | 6,398 | Cum | 3,000 ₹1.9 Cr | 2,800 ₹1.8 Cr | 3,030 ₹1.9 Cr | 3,000 ₹1.9 Cr | 2,900 ₹1.9 Cr |
| 3.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 4.14-406 | 6,798 | Cum | 3,300 ₹2.2 Cr | 3,200 ₹2.2 Cr | 3,230 ₹2.2 Cr | 3,200 ₹2.2 Cr | 3,300 ₹2.2 Cr |
| 4.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at 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/subgrade and compacting with the road roller to achieve the desire density. | 7,700 | Cum | 7,400 ₹5.7 Cr | 7,000 ₹5.4 Cr | 6,870 ₹5.3 Cr | 7,500 ₹5.8 Cr | 6,000 ₹4.6 Cr |
| 5.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per morth specification no. 5.2-503 | 77,000 | Sqm | 12 ₹9.2 L | 10 ₹7.7 L | 12.75 ₹9.8 L | 8 ₹6.2 L | 8 ₹6.2 L |
| 6.00 | 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. | 3,850 | Cum | 9,200 ₹3.5 Cr | 9,200 ₹3.5 Cr | 8,370 ₹3.2 Cr | 9,500 ₹3.7 Cr | 8,000 ₹3.1 Cr |
| 7.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per morth specification no. 5.2-503 | 77,000 | Sqm | 9 ₹6.9 L | 8 ₹6.2 L | 12.75 ₹9.8 L | 8 ₹6.2 L | 7.5 ₹5.8 L |
| 8.00 | 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 As per morth specification no. 5.5-507 | 2,310 | Cum | 9,700 ₹2.2 Cr | 9,700 ₹2.2 Cr | 9,700 ₹2.2 Cr | 10,500 ₹2.4 Cr | 10,000 ₹2.3 Cr |
| 9.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 422 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 | 1,265 | Cum | 7,000 ₹88.5 L | 6,200 ₹78.4 L | 6,200 ₹78.4 L | 7,500 ₹94.9 L | 8,000 ₹1.0 Cr |
| 10.00 | 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.As per morth specification no. 3.16-305 | 23,685 | Cum | 96 ₹22.7 L | 86 ₹20.4 L | 40 ₹9.5 L | 80 ₹18.9 L | 150 ₹35.5 L |
Tender Value
₹23.5 Cr
EMD Value
₹35.3 L
Closing Date
7 Nov 2023, 12:00 pmClosed
SE BADAUN/PILIBHIT CIRCLE PWD BAREILLY
SE BADAUN/PILIBHIT CIRCLE PWD BAREILLY
Widening and strengthening Work of Bisalpur Badhara Makarandpur Roshan Singh Road (O.D.R.) in chainage 0.000 to 15.000 in district.Pilibhit
2023_CEBLY_853182_1
7594(1)/533C(E.T)-08/223-24 Date 05-10-2023
Open Tender
Civil Works - Roads
365 days
BAREILLY
plz refer tender documents
5 documents required · 5 mandatory
₹2,714
₹35.3 L
Yes
8 Sept 2025
18 Oct 2023
7 Nov 2023
18 Oct 2023
7 Nov 2023
18 Oct 2023
18 Oct 2023 - 7 Nov 2023
Amount
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 Completed As Per Mort&h Clause No-3.06-301
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 4.1-401
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 4.14-406
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at 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/subgrade and compacting with the road roller to achieve the desire density.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per morth specification no. 5.2-503
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.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per morth specification no. 5.2-503
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 As per morth specification no. 5.5-507
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 422 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
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.As per morth specification no. 3.16-305
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.
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.As per morth specification no. 3.16-305 one Km carted
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
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. as per morth specification number 9.01-304
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per morth specification number 9.4-2100
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.as per morth specification number 9.5-1300
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C)
Pointing with cement mortar (1:3 ) on brick work in substructure as per specification number 9.9-1300&2200
PCC Grade M20 using batching plant transit mixer & manual placing as per specification number 9.9-1300&2200
Supply of 600mm dia R.C.C. Hume Pipe NP-3 2x2.5 = 5.0RM
Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I
R H Construction
M/S A B INFRAZONE PRIVATE LIMITED
M/S SHREE RAM CONSTRUCTION
MAHENDRA SINGH
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