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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.2 LAdmitted-Finance | ₹91.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹30.9 L (33.9%)Admitted-Finance | ₹1.2 Cr+₹30.9 L (33.9%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically non responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical not eligible |
| 5 | Rejected-Technical | - | - | Rejected-Technical not eligible |
| Sl No | Description | Qty | Unit | M/S DEB AND COMAPNY L1 | DYUTIMOY DATTA L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201.
(i) By Manual Means:-
(A) In area of light jungle | 1.74 | Ha | 1,000 ₹1,740 Lowest | 20,000 ₹34,800 |
| 2.00 | Maintenance of Earthen Shoulder (filling with fresh selected soil)
Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRT&H technical specification Clause 3003. | 15,200 | Sqm | 10 ₹1,52,000 Lowest | 50 ₹7,60,000 |
| 3.00 | Surface Drains in Ordinary Soil
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m).
(B) Mechanical Means | 2,600 | metre | 10 ₹26,000 Lowest | 20 ₹52,000 |
| 4.00 | Hill Side Drain Clearance Removal of earth from the chocked hill side drain and disposing it on the valley side manually as per MORT&H Technical Specification Clause 3000 | 10,620 | metre | 10 ₹1,06,200 Lowest | 20 ₹2,12,400 |
| 5.00 | 20 mm thick Open-graded premix Carpet using bituminous(Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or wearing course on a previosuly prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or type C or type D as per MoRTH technical specification Clause 508.
Case-I: By Manual Means
(I) Bitumen of VG-30 | 14,300 | Sqm | 250 ₹35,75,000 Lowest | 275 ₹39,32,500 |
| 6.00 | 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. | 2,007.5 | sqm | 3 ₹6,022.5 Lowest | 20 ₹40,150 |
| 7.00 | 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. | 12,292.5 | sqm | 5 ₹61,462.5 Lowest | 20 ₹2,45,850 |
| 8.00 | Water Bound macadam Sub-Base/Base (Grade-III)
Providing, laying, spreading and compacting stoner aggregrate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, apllying and brooming, stone screening and binding materials to fill up the interstices of course aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404.
WBM Grading III
By Manual Means | 921.94 | cum | 4,000 ₹36,87,760 Lowest | 6,000 ₹55,31,640 |
| 9.00 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats as per MoRT&H Technical Specifiication Clause 513. Case -II: Type B | 14,300 | sqm | 99 ₹14,15,700 | 70 ₹10,01,000 Lowest |
| 10.00 | Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as pr drawings and MoRT&H technical specification Clause 3002. | 15,278.64 | cum | 5 ₹76,393.2 Lowest | 20 ₹3,05,572.8 |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
9 Nov 2020, 3:00 pmClosed
Executive Director
Regional Office, NHIDCL, 3rd floor, UD bhawan, Near Ravindra bhawan, Sakuntala, Agartala, Tripura
Restoration and Repair of NH-08 from S.K.Para to Ambassa (between Km 375.00 to Km 395.00 in selected section Total Length 13.507 Km in the state of Tripura in the FY 2020-21 on item rate basis and work order basis
2020_NHIDC_592988_1
NHIDCL/ROAgt/T/RR/20-21/322(4)
Open Tender
Civil Works - Highways
Item Rate
180 days
Tripura
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
ED NHIDCL Agartala
₹3.6 L
Yes
RO Agartala
25 Nov 2020
24 Oct 2020
10 Nov 2020
24 Oct 2020
9 Nov 2020
2 Nov 2020
24 Oct 2020 - 2 Nov 2020
2 Nov 2020
Amount
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. (i) By Manual Means:- (A) In area of light jungle
Surface Drains in Ordinary Soil Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m). (B) Mechanical Means
Hill Side Drain Clearance Removal of earth from the chocked hill side drain and disposing it on the valley side manually as per MORT&H Technical Specification Clause 3000
20 mm thick Open-graded premix Carpet using bituminous(Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or wearing course on a previosuly prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or type C or type D as per MoRTH technical specification Clause 508. Case-I: By Manual Means (I) Bitumen of VG-30
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.
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.
Water Bound macadam Sub-Base/Base (Grade-III) Providing, laying, spreading and compacting stoner aggregrate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, apllying and brooming, stone screening and binding materials to fill up the interstices of course aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404. WBM Grading III By Manual Means
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats as per MoRT&H Technical Specifiication Clause 513. Case -II: Type B
Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as pr drawings and MoRT&H technical specification Clause 3002.
Providing and placing gunny/ polythene ( of minimum wall thickness of 500 micron) bags filled with sand ( of minimum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
DYUTIMOY DATTA
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