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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹41.5 L (11.4%)Admitted-Finance | ₹4.1 Cr+₹41.5 L (11.4%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹44.5 L (12.2%)Admitted-Finance | ₹4.1 Cr+₹44.5 L (12.2%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 Cr+₹46.1 L (12.7%)Admitted-Finance | ₹4.1 Cr+₹46.1 L (12.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Techincally non-responsive |
| Sl No | Description | Qty | Unit | SHIVA BUILDTECH PVT. LTD L2 | M/s Anmol Associates L4 | All Grace Developers Pvt. Ltd. L3 | M/S DEB AND COMAPNY L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cement Concrete Blocks ( size 0.5x0.5x0.5 m)
Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M 15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000 as per drawings & MoRT&H Technical Specification Clause 2503.
Providing and laying of apron with 1st class brick blocks in CM 1:6 (size 0.5 x 0.5 x 0.5m) cast in site as per drawing and MoRT&H technical specifications Clause 2503. | 156.25 | Cum | 14,632 ₹22,86,250 | 10,490 ₹16,39,062.5 | 14,855 ₹23,21,093.75 | 8,100 ₹12,65,625 Lowest |
| 2.00 | Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface.
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour usign hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm RE by fully/semi automatic thermoplastic plaint applicator machine fitted with profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes as per MoRT&H Technical Specification Clause 803. | 1,140 | sqm | 1,062 ₹12,10,680 | 734.3 ₹8,37,102 Lowest | 1,080 ₹12,31,200 | 750 ₹8,55,000 |
| 3.00 | Sub-Surface Drains with perforated pipe
Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm as per MoRT&H Technical Specification clauses of section 300. Excavated material to be utilised in roadway at site. | 48 | m | 850 ₹40,800 Lowest | 4,196 ₹2,01,408 | 890 ₹42,720 | 1,500 ₹72,000 |
| 4.00 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method- Construction of granular sub-base by providing well 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 MoRT&H Technical Specification Clause 401. (iii) For Grading III Material. | 298.5 | cum | 10,384 ₹30,99,624 | 6,294 ₹18,78,759 | 10,390 ₹31,01,415 | 5,700 ₹17,01,450 Lowest |
| 5.00 | Water Bound Macadam Sub-Base / Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404.
3) WBM Grading III (A) By Manual Means | 524.85 | Cum | 10,620 ₹55,73,864.52 | 8,392 ₹44,04,507.63 | 10,390 ₹54,53,149.94 | 7,900 ₹41,46,283.4 Lowest |
| 6.00 | Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. | 4,280.3 | sqm | 43 ₹1,84,052.9 | 52.45 ₹2,24,501.74 | 40 ₹1,71,212 | 29 ₹1,24,128.7 Lowest |
| 7.00 | Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. | 44,764.85 | sqm | 16 ₹7,16,237.6 | 26.23 ₹11,74,182.02 | 19 ₹8,50,532.15 | 15 ₹6,71,472.75 Lowest |
| 8.00 | Bituminous Macadam
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. Grading-II (With Viscosity Graded Bitumen of VG-30) | 549.7 | Cum | 13,200 ₹72,56,000.4 Lowest | 17,366 ₹95,46,038.1 | 13,500 ₹74,20,909.5 | 13,449 ₹73,92,874.95 |
| 9.00 | Bituminous Concrete
Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.20 percent 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 MORT&H specification clause No. 507 complete in all respects.
(A) Grading II i. With Viscosity Graded Bitumen of VG-30. | 1,056.18 | Cum | 18,000 ₹1,90,11,240 Lowest | 19,407 ₹2,04,97,285.26 | 18,000 ₹1,90,11,240 Lowest | 18,650 ₹1,96,97,757 |
| 10.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300. | 457.12 | Cum | 402 ₹1,83,764.25 | 314.7 ₹1,43,857.24 | 490 ₹2,23,991.25 | 200 ₹91,425 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
10 Jul 2024, 3:00 pmClosed
ED (P) RO_Agartala NHIDCL
3rd Floor UD Bhavan Shakuntala Road Agartala
One time improvement of existing NH Road NH_208 from Singhicherra Colony to Nripendra Chakraborty Chowmuhani Km 103100 to Km 108800 road section in the state of Tripura in the FY 2024_25 on item rate basis and work order basis
2024_NHIDC_812365_1
NHIDCL/RO-Agt/T/RR/2023-24/724
Open Tender
Civil Works - Highways
Item Rate
180 days
Tripura
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
Executive Director NHIDCL
₹7.8 L
RO Agartala
30 Jul 2024
19 Jun 2024
11 Jul 2024
19 Jun 2024
10 Jul 2024
19 Jun 2024
26 Jun 2024
Amount
Cement Concrete Blocks ( size 0.5x0.5x0.5 m) Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M 15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000 as per drawings & MoRT&H Technical Specification Clause 2503. Providing and laying of apron with 1st class brick blocks in CM 1:6 (size 0.5 x 0.5 x 0.5m) cast in site as per drawing and MoRT&H technical specifications Clause 2503.
Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface. Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour usign hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm RE by fully/semi automatic thermoplastic plaint applicator machine fitted with profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes as per MoRT&H Technical Specification Clause 803.
Sub-Surface Drains with perforated pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm as per MoRT&H Technical Specification clauses of section 300. Excavated material to be utilised in roadway at site.
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method- Construction of granular sub-base by providing well 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 MoRT&H Technical Specification Clause 401. (iii) For Grading III Material.
Water Bound Macadam Sub-Base / Base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. 3) WBM Grading III (A) By Manual Means
Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.
Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
Bituminous Macadam Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. Grading-II (With Viscosity Graded Bitumen of VG-30)
Bituminous Concrete Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.20 percent 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 MORT&H specification clause No. 507 complete in all respects. (A) Grading II i. With Viscosity Graded Bitumen of VG-30.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300.
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. with 900 mm equilateral triangle
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. with 600 mm circular
Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. with 800 x 600 mm rectangular
SHIVA BUILDTECH PVT. LTD
All Grace Developers Pvt. Ltd.
M/s Anmol Associates
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