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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.0 Cr+₹13.2 L (14.5%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹16.6 L (18.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹1.1 Cr+₹18.2 L (19.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.2 Cr+₹24.6 L (26.9%)Admitted-Finance RANIRGAON MAJLISHPUR PIN 799035 TRIPURA | WEST TRIPURA | TRIPURA | 799035 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DEB AND COMAPNY L2 | MINTU DEBNATH L5 | RAJIB PRASAD L1 | DYUTIMOY DATTA L4 | TAPAN SAHA L3 |
|---|---|---|---|---|---|---|---|---|
| 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 | 0.4 | Ha | 5,000 ₹2,000 Lowest | 45,063.2 ₹18,025.28 | 25,000 ₹10,000 | 50,000 ₹20,000 | 8,000 ₹3,200 |
| 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. | 7,000 | Sqm | 2.5 ₹17,500 Lowest | 40.13 ₹2,80,910 | 25 ₹1,75,000 | 5 ₹35,000 | 37.47 ₹2,62,290 |
| 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) Manual Means | 4,600 | metre | 5 ₹23,000 Lowest | 64.05 ₹2,94,630 | 40 ₹1,84,000 | 20 ₹92,000 | 59.78 ₹2,74,988 |
| 4.00 | 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. | 632.03 | Cum | 6,000 ₹37,92,180 | 6,400 ₹40,44,992 | 4,720 ₹29,83,181.6 Lowest | 6,000 ₹37,92,180 | 6,072.15 ₹38,37,780.96 |
| 5.00 | 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. | 8,427 | Sqm | 5 ₹42,135 Lowest | 25.76 ₹2,17,079.52 | 20.4 ₹1,71,910.8 | 15 ₹1,26,405 | 22.54 ₹1,89,944.58 |
| 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. | 20,000 | sqm | 8 ₹1,60,000 | 9.18 ₹1,83,600 | 5.8 ₹1,16,000 Lowest | 18 ₹3,60,000 | 7.56 ₹1,51,200 |
| 7.00 | Open Graded Premix Surfacing
Providing, laying and rolling of open- graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per MoRT&H Technical Specification Clause 511. | 20,000 | sqm | 230 ₹46,00,000 | 202.13 ₹40,42,600 | 181.2 ₹36,24,000 Lowest | 290 ₹58,00,000 | 188.65 ₹37,73,000 |
| 8.00 | 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 | 20,000 | Sqm | 80 ₹16,00,000 | 75 ₹15,00,000 | 65.4 ₹13,08,000 | 18 ₹3,60,000 Lowest | 76.58 ₹15,31,600 |
| 9.00 | Single Bamboo Palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and strut 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5 A) Driven at least 900 mm below ground and 1200 mm above ground on average | 350 | metre | 100 ₹35,000 Lowest | 714 ₹2,49,900 | 400 ₹1,40,000 | 150 ₹52,500 | 714 ₹2,49,900 |
| 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. | 1,575 | cum | 20 ₹31,500 Lowest | 168.35 ₹2,65,151.25 | 100 ₹1,57,500 | 25 ₹39,375 | 168.35 ₹2,65,151.25 |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
1 Oct 2020, 3:00 pmClosed
Executive Director
RO Agartala
Ordinary repair of NH 208 from 7th Mile to Amarpur tri junction Km 150.000 to Km 188.615 Total length 38.615 km in the State of Tripura in the year of 2020-21on item rate basis
2020_NHIDC_584274_1
NHIDCL/RO-Agt/T/OR/2020/322/3
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripura
As per RFP
4 documents required · 4 mandatory
₹10,000
Executive Director
₹3.1 L
RO Agartala
16 Oct 2020
16 Sept 2020
3 Oct 2020
16 Sept 2020
1 Oct 2020
25 Sept 2020
16 Sept 2020 - 21 Sept 2020
21 Sept 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) Manual Means
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.
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.
Open Graded Premix Surfacing Providing, laying and rolling of open- graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per MoRT&H Technical Specification Clause 511.
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
Single Bamboo Palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and strut 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5 A) Driven at least 900 mm below ground and 1200 mm above ground on average
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.
Cutting of Trees, including Cutting of Trunks, Branches and Removal of Strumps Cutting of Tress, including Cutting of Trunks, Branches and Removal of Strumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000m as per MoRT&H Technical Specification Clause 201 Girth from 300 mm to 600 mm
Cutting of Trees, including Cutting of Trunks, Branches and Removal of Strumps Cutting of Tress, including Cutting of Trunks, Branches and Removal of Strumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000m as per MoRT&H Technical Specification Clause 201 Girth from 600 mm to 900 mm
Cutting of Trees, including Cutting of Trunks, Branches and Removal of Strumps Cutting of Tress, including Cutting of Trunks, Branches and Removal of Strumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000m as per MoRT&H Technical Specification Clause 201 Girth from 900 mm to 1800 mm
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.
Road side Pucca Drain Construction of Road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimension as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be usd in embankment at site. (including centering, shuttering, etc. but excluding reinforcement).
Plain/ reinforced cement concrete in substructure complete including form work as per drawings & MoRT&H Technical Specification Clauses 1500, 1700, 2200 (including centering, shuttering, staging etc. but excluding reinforcement. (E) RCC Grade M20 (i) Height up to 5m Case-I: Using Concrete Mixer
Supplying, fitting and placing TMT bar/Cold Twisted deformed steel bars reinforcement in substructure complete as per drawing and MoRT&H Technical Specifications Clauses 1600, 2200
M/S DEB AND COMAPNY
TAPAN SAHA
DYUTIMOY DATTA
MINTU DEBNATH
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