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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90 LAccepted-AOC | ₹90 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹90 LRejected-Finance | ₹90 L | L1 | Rejected-Finance Rejected |
| 3 | L1₹90 LRejected-Finance | ₹90 L | L1 | Rejected-Finance Rejected |
| 4 | L2₹1 Cr+₹10 L (11.1%)Rejected-Finance | ₹1 Cr+₹10 L (11.1%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SRI SWAPNIL KUKURACHOWA L2 | KESHAB GOGOI L1 | PABITRA CHANGMAI L1 | Sri Putul Dutta L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness. | 0.35 | Hectare | 54,166.86 ₹18,958.4 | 42,500 ₹14,875 | 39,330.29 ₹13,765.6 Lowest | 44,981.71 ₹15,743.6 |
| 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 Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land | 4,725.08 | Cum | 258.21 ₹12,20,062.91 | 160 ₹7,56,012.8 Lowest | 230 ₹10,86,768.4 | 180 ₹8,50,514.4 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. (i) Private Land | 616.94 | Cum | 339.68 ₹2,09,562.18 | 180 ₹1,11,049.2 Lowest | 250 ₹1,54,235 | 200 ₹1,23,388 |
| 4.00 | Construction of granular sub-base by providing coarse 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 cl.401. (ii) For Grading II Material | 437.5 | Cum | 2,884.68 ₹12,62,047.5 | 3,000 ₹13,12,500 | 2,650 ₹11,59,375 Lowest | 2,800 ₹12,25,000 |
| 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 vibratory roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. | 328.13 | Cum | 4,629.9 ₹15,19,209.09 | 4,500 ₹14,76,585 | 4,200 ₹13,78,146 Lowest | 4,500 ₹14,76,585 |
| 6.00 | Providing and laying interlocking concrete block pavement having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. b) Excluding Edge block / Edge Restraints | 4,375 | Sqm | 1,161.08 ₹50,79,725 | 1,060 ₹46,37,500 | 1,050 ₹45,93,750 Lowest | 1,055 ₹46,15,625 |
| 7.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 600 mm equilateral triangle | 14 | each | 6,091.04 ₹85,274.56 | 6,000 ₹84,000 | 4,500 ₹63,000 Lowest | 6,000 ₹84,000 |
| 8.00 | Providing RCC Slab Culvert of 400 mm span
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work. (I) Ordinary soil (A) Manual means( Depth upto 3.00m) | 84 | Cum | 127.69 ₹10,725.96 | 100 ₹8,400 Lowest | 120 ₹10,080 | 120 ₹10,080 |
| 9.00 | Sand filling in Foundation Trenches as per Drawing & Technical Specification | 8 | Cum | 1,644.26 ₹13,154.08 | 1,339.75 ₹10,718 | 1,200 ₹9,600 Lowest | 1,473 ₹11,784 |
| 10.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. A. PCC Grade M 20 ,Nominal mix (1:2:4) | 47.2 | Cum | 6,664.29 ₹3,14,554.49 | 6,500 ₹3,06,800 | 6,000 ₹2,83,200 Lowest | 6,600 ₹3,11,520 |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
30 Oct 2024, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
TE_RIDF_XXX_24_25_145 Improvement of Tea Garden roads at Moran T.E under RIDF-XXX of NABARD for the year 2024-25
2024_PWD_39939_16
CE/DEV/TB/213/2024-25/12 Dtd. Guwahati, 15th October, 2024.
Open Tender
Civil Works – Roads
Item Rate
270 days
Dibrugarh
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
₹2 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
11 Aug 2025
21 Oct 2024
30 Oct 2024
21 Oct 2024
30 Oct 2024
23 Oct 2024
21 Oct 2024 - 22 Oct 2024
22 Oct 2024
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness.
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 Table 300.1 and 300.2 with a lead upto 1000m 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 & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. (i) Private Land
Construction of granular sub-base by providing coarse 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 cl.401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement having thickness 80 mm as per Tech. Sp. Clause 1504 complete including carriage. b) Excluding Edge block / Edge Restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 600 mm equilateral triangle
Providing RCC Slab Culvert of 400 mm span Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising the remaining earth locally for road work. (I) Ordinary soil (A) Manual means( Depth upto 3.00m)
Sand filling in Foundation Trenches as per Drawing & Technical Specification
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. A. PCC Grade M 20 ,Nominal mix (1:2:4)
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete as per Technical Specification.
Plastering with cement mortar (1:4), 15mm thk
Supplying,fitting and placing TMT bar reinforcement (Fe 500 D ) reinforcement bar (from primary producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 & 1202
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification Clauses 802,804,805,806,807,1202 and 1204 RCC Grade M 20 i) for height upto 5 m
PABITRA CHANGMAI (BID ID -246716)
Sri Putul Dutta (BID ID -247287)
SRI SWAPNIL KUKURACHOWA (BID ID -247162)
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