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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹3.1 L (0.76%)Admitted-Finance | ₹4.1 Cr+₹3.1 L (0.76%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ABDUL GOFUR CHOUDHURY L1 | M/S SOBNAM TRADERS L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(i) By Manual Means,(A) In area of non thorny jungle | 2.01 | Hect | 50,000 ₹1,00,500 | 48,192.6 ₹96,867.13 Lowest |
| 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 | 39,514.07 | Cum | 175 ₹69,14,962.25 Lowest | 260.58 ₹1,02,96,576.36 |
| 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 | 13,383.5 | Cum | 200 ₹26,76,700 Lowest | 320.13 ₹42,84,459.86 |
| 4.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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 materials | 1,779.47 | Cum | 3,600 ₹64,06,092 | 2,727.9 ₹48,54,216.21 Lowest |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening 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. 3) Grading No. 3 : Using stone Screening Type-B 11.2mm for Gr-III. | 1,026.62 | Cum | 5,000 ₹51,33,100 | 4,261.57 ₹43,75,012.99 Lowest |
| 6.00 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) including Edge block / Edge restraint. | 13,688.25 | Sqm | 1,200 ₹1,64,25,900 | 1,038.13 ₹1,42,10,182.97 Lowest |
| 7.00 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. In Ordinary soil (i) Upto 3 m depth | 297.22 | Cum | 110 ₹32,694.2 Lowest | 115.26 ₹34,257.58 |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, I. P.C.C. Grade M10 Nominal mix 1:3:6 | 26.9 | Cum | 4,500 ₹1,21,050 Lowest | 5,465.81 ₹1,47,030.29 |
| 9.00 | Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 600,1202 & 1203(ii) Brick masonry in 1:4 cement mortar | 195.07 | Cum | 7,800 ₹15,21,546 | 7,304.77 ₹14,24,941.48 Lowest |
| 10.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia | 90 | Rm | 8,800 ₹7,92,000 | 7,774.97 ₹6,99,747.3 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹8.1 L
Closing Date
28 Oct 2020, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_G_20_21_21 Construction of Road starting from 7th Km of Algapur Narainpur PWD Road to Algapur Mohanpur PWD Road under SOPD (G) for the year 2020-21 under Hailakandi District Territorial Road Division. Length-3.65
2020_PWD_18916_1
CE/DEV/TB/199/2020-21/03
Open Tender
Civil Works
Item Rate
270 days
Algapur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹8.1 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
27 Nov 2020
12 Oct 2020
28 Oct 2020
12 Oct 2020
28 Oct 2020
15 Oct 2020
12 Oct 2020 - 21 Oct 2020
14 Oct 2020
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(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 by tracktor with grading attachment 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 materials
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening 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. 3) Grading No. 3 : Using stone Screening Type-B 11.2mm for Gr-III.
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) including Edge block / Edge restraint.
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel, I. P.C.C. Grade M10 Nominal mix 1:3:6
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 600,1202 & 1203(ii) Brick masonry in 1:4 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia
Plastering with cement mortor (1:4),15 mm thick on Stonework in substructure as per technical specification Clause 613.4 & 1204.
Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II)By Mechanical Means (A)Cement Concrete
M/S SOBNAM TRADERS
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