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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.8 CrAdmitted-Finance KUMARANI CHIGA H NO 91 P O RAJABHETA P S DIBRUGARH DIST DIBRUGARH ASSAM | DIBRUGARH | ASSAM | 785675 | ₹1.8 Cr | L1 | Admitted-Finance |
| 4 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 5 | L2₹2.0 Cr+₹20.3 L (11.1%)Admitted-Finance ASSAM CHANDMARI GUWAHATI 3 | GOALPARA | ASSAM | 783123 | ₹2.0 Cr+₹20.3 L (11.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Probin Dutta L1 | M/S G D CONSTRUCTION L1 | Sri Tapan Dutta L1 | BUDHESWAR BURAGOHAIN L2 | Pranab Kr. Dowarah L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Road Works:
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 Technical Specification Clause 201. (I) By Manual Means (A) In area of non thorny jungle | 1.2 | Hect | 44,999.03 ₹53,998.84 | 44,999.03 ₹53,998.84 | 24,999.83 ₹29,999.8 Lowest | 34,938.18 ₹41,925.82 | 43,595.32 ₹52,314.38 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land | 6,382 | cum | 232 ₹14,80,624 | 232 ₹14,80,624 | 110 ₹7,02,020 Lowest | 130 ₹8,29,660 | 233 ₹14,87,006 |
| 3.00 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.
(I) Private Land | 1,896 | cum | 290 ₹5,49,840 | 290 ₹5,49,840 | 150 ₹2,84,400 Lowest | 160 ₹3,03,360 | 291 ₹5,51,736 |
| 4.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 1,125 | cum | 2,800 ₹31,50,000 | 2,800 ₹31,50,000 | 2,755 ₹30,99,375 Lowest | 3,375 ₹37,96,875 | 2,804 ₹31,54,500 |
| 5.00 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means | 675 | cum | 4,000 ₹27,00,000 | 4,000 ₹27,00,000 | 3,800 ₹25,65,000 Lowest | 4,500 ₹30,37,500 | 3,965 ₹26,76,375 |
| 6.00 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504,including carriage(Including Edge restraint & cost of carriages ) | 9,000 | Sqm | 926.87 ₹83,41,830 Lowest | 926.87 ₹83,41,830 Lowest | 1,045 ₹94,05,000 | 1,100 ₹99,00,000 | 934 ₹84,06,000 |
| 7.00 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | 1,048 | Nos. | 260 ₹2,72,480 | 260 ₹2,72,480 | 400 ₹4,19,200 | 500 ₹5,24,000 | 253 ₹2,65,144 Lowest |
| 8.00 | HPC 1000 mm Dia NP3 Single Row= 8 Nos:
Removing all types of Hume Pipe and stacking within alead of 1000 m including Earthwork and Dismanting of Masonary Works as per Technical Specification Clause 202. (B) Above 600mm dia to 900mm dia HPC | 60 | Rm | 215 ₹12,900 Lowest | 215 ₹12,900 Lowest | 7,971.6 ₹4,78,296 | 8,000 ₹4,80,000 | 292.79 ₹17,567.4 |
| 9.00 | Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backfilling for Trenchs with approved material . | 193.76 | cum | 108 ₹20,926.08 | 108 ₹20,926.08 | 100 ₹19,376 Lowest | 100 ₹19,376 Lowest | 103 ₹19,957.28 |
| 10.00 | Providing concreat for plain/reinforced concrete in open foundations comltete as per drawing and technical specifications Clause 802,803,1202, & 1203. A. with crushed Stone
I. P.C.C. grade M 10 Nominal Mix 1:3:6 Below Head Walls | 13.94 | cum | 5,300 ₹73,882 | 5,300 ₹73,882 | 4,500 ₹62,730 Lowest | 4,500 ₹62,730 Lowest | 5,305 ₹73,951.7 |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
5 Mar 2021, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari, Guwahati
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
RIDF-XXVI/Dibrugarh/09 Construction of NH-52B to Dibrual Gaon (Ch.0.00m to Ch.2400.00m) under RIDF XXVI under Dibrugarh, Lahowal, Moran and Tingkhong Territorial Road Division for the year 2020-21 in Tingkhong LAC
2021_PWD_21322_1
CE/STBR/NAB/ RIDF-XXVI/02/20-21-Pt/22
Open Tender
Civil Works
Item Rate
548 days
Dibrugarh
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
Empowered Officer, Assam State Road Board
₹4.1 L
Yes
16 Jul 2021
18 Feb 2021
6 Mar 2021
18 Feb 2021
5 Mar 2021
18 Feb 2021
18 Feb 2021 - 5 Mar 2021
Amount
Road Works: 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 Technical Specification Clause 201. (I) By Manual Means (A) In area of non thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
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 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504,including carriage(Including Edge restraint & cost of carriages )
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
HPC 1000 mm Dia NP3 Single Row= 8 Nos: Removing all types of Hume Pipe and stacking within alead of 1000 m including Earthwork and Dismanting of Masonary Works as per Technical Specification Clause 202. (B) Above 600mm dia to 900mm dia HPC
Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backfilling for Trenchs with approved material .
Providing concreat for plain/reinforced concrete in open foundations comltete as per drawing and technical specifications Clause 802,803,1202, & 1203. A. with crushed Stone I. P.C.C. grade M 10 Nominal Mix 1:3:6 Below Head Walls
Bedding of pipe (i) Type A (Concrete Cradle) Bedding Laying Concrete Cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) (ii) Granular Material For 1000 mm dia Pipe Bedding
Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204. A) With crushed stone ii) PCC grade M-20 (i) Nominal Mix (1:2:4) Head Walls
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clouced 1106. (1000 mm dia Pipe)
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 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land (Earth work in cushioning)
Sri Tapan Dutta
M/S G D CONSTRUCTION
Pranab Kr. Dowarah
BUDHESWAR BURAGOHAIN
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