Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.3 LAdmitted-Finance | ₹76.3 L | L1 | Admitted-Finance |
| 2 | L2₹97.1 L+₹20.8 L (27.2%)Admitted-Finance | ₹97.1 L+₹20.8 L (27.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SRIJAN CONSTRUCTION L2 | M/S DIWAKAR SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST. | 2,420.03 | Cum. | 90 ₹2,17,802.7 | 50 ₹1,21,001.5 Lowest |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area) | 309 | Cum. | 40 ₹12,360 | 35 ₹10,815 Lowest |
| 3.00 | 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. Excluding cost of GST. (Compaction only) | 309 | Cum | 40 ₹12,360 Lowest | 40 ₹12,360 Lowest |
| 4.00 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Excluding cost of GST. | 772.5 | Cum | 1,680 ₹12,97,800 | 1,400 ₹10,81,500 Lowest |
| 5.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Excluding cost of GST. | 1,250 | Cum. | 2,720 ₹34,00,000 | 1,750 ₹21,87,500 Lowest |
| 6.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm . Excluding cost of GST. | 5,000 | Sqm | 30 ₹1,50,000 | 20 ₹1,00,000 Lowest |
| 7.00 | Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour 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 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 cost of GST. | 250 | Cum. | 10,500 ₹26,25,000 | 9,000 ₹22,50,000 Lowest |
| 8.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST. | 5,000 | Sqm | 8 ₹40,000 Lowest | 8 ₹40,000 Lowest |
| 9.00 | Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour 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 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. Excluding cost of GST. | 150 | Cum. | 10,700 ₹16,05,000 | 9,400 ₹14,10,000 Lowest |
| 10.00 | 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. Composition of thermlo pastic material shall be as per table 800-3 of Morth including cost of all material, labour T&P etc. required for proper completion of work as per direction of E/I. Edge Line. Excluding cost of GST. | 176.5 | Sqm | 550 ₹97,075 | 450 ₹79,425 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹5.3 L
Closing Date
26 Sept 2024, 4:00 pmClosed
CEO Cantt Board Allahabad
2 Ashoka Road New cant Prayagraj
Construction work on Badhwa Hanuman Temple Saraswati Well Road, Fort Boundary upto Triveni Road.
2024_DGDE_675238_1
CEO/ALLD/ ENGG/2024/MELA/05/BANDHWA HANUMAN TEMPLE
Open Tender
Civil Works - Roads
Item Rate
60 days
Cantonment Area Allahabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
CEO Cantt Board Allahabad
₹5.3 L
Yes
4 Oct 2024
19 Sept 2024
27 Sept 2024
19 Sept 2024
26 Sept 2024
19 Sept 2024
Amount
Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 in near vicinity. Excluding cost of GST. (Open Area)
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. Excluding cost of GST. (Compaction only)
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. Excluding cost of 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 cost of GST.
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm . Excluding cost of GST.
Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour 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 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 cost of GST.
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST.
Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour 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 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. Excluding cost of GST.
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. Composition of thermlo pastic material shall be as per table 800-3 of Morth including cost of all material, labour T&P etc. required for proper completion of work as per direction of E/I. Edge Line. Excluding cost of GST.
Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification. in Ababadi Portion Only. Excluding cost of GST.
Re-const of Np-3 hume pipe culvert -350 mm dia including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specifications and as per direction of EIC; [a). 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, backfilling the excavation b).6" thick 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; c) S/l of 350mm dia NP-3 H.P.]; Excluding cost of GST
Construction of U-Drain (including cost of earthwork in excavation, Cement Concrete (1:3:6), R.C.C (1:1½:3), Formwork and MS Steel Reinforcement Work and all material, labour T&P etc. required for proper completion of work as per Govt. specifications and as per direction of EIC Excluding cost of GST; [Typical Cross-Section of U-Drain is shown at Page No. 64 of Tender Document]
M/S SRIJAN CONSTRUCTION (BID ID -3114971)
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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
Tendernotice_1.pdf
PDF • 2.55 MB
Tender_Document_5.pdf
Tender Documents • 0.93 MB
BOQ_755019.xls
BOQ • 0.28 MB
IntegrityPact_5.pdf
Additional Documents • 0.40 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .