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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹5,282.20 (0.04%)Admitted-Finance | ₹1.2 Cr+₹5,282.20 (0.04%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical CHITRACHAL PATH P O KHARGULI P S KHARGULI DISTRICT KAMRUP M PIN 781004 | KAMRUP METRO | ASSAM | 781004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Md. Chan Ali L1 | Md. Sarif Ali L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. | 0.83 | Hec. | 55,500 ₹46,065 Lowest | 57,000 ₹47,310 |
| 2.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. | 70 | Each | 750 ₹52,500 Lowest | 750 ₹52,500 Lowest |
| 3.00 | Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5
(A) From Private land | 4,113 | Cum | 125 ₹5,14,125 Lowest | 125 ₹5,14,125 Lowest |
| 4.00 | Construction of sub-grade and earthen shoulders with approved materials 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 as per technical specification clause 303.1
(i) from private land | 4,074.94 | Cum | 170 ₹6,92,739.8 Lowest | 170 ₹6,92,739.8 Lowest |
| 5.00 | Construction of granular sub-base by Providing well graded material, spreeding 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 Technical Specification Clause 401
(ii) For Gr-II Material | 651.56 | Cum | 3,500 ₹22,80,460 Lowest | 3,500 ₹22,80,460 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including sprading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stage to proper grade and camber, applying and brooming requisist type of screening /binding materials to fill up the interstices of course aggregate, watering and compecting to the required destiny as per tech. specification Clause 405
2) Grading-III material
B) By Mechanical means | 390.94 | Cum | 4,500 ₹17,59,230 Lowest | 4,500 ₹17,59,230 Lowest |
| 7.00 | Providing and laying Interlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504 complete (inclusive all restrain and carriage) | 5,212.5 | Sqm | 1,095 ₹57,07,687.5 Lowest | 1,095 ₹57,07,687.5 Lowest |
| 8.00 | 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 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i 600mm equilateral triangle | 6 | Each | 4,500 ₹27,000 Lowest | 4,526.4 ₹27,158.4 |
| 9.00 | 1000mm dia Single Row HPC
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth | 184.55 | Cum | 100 ₹18,455 Lowest | 100 ₹18,455 Lowest |
| 10.00 | (B) Type B (First Class) Bedding
ii Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) | 11.05 | Cum | 1,200 ₹13,260 Lowest | 1,200 ₹13,260 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
6 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam,
O/o the Chief Engineer, PWD, Roads, Assam, chandmari, Guwahati-781003
SOPD_SCSP_20_21_03 Construction of road from Roumari Gopalthan at Hazarika Para to Jagara Mukalmua road under SOPD (SCSP) for the year 2020-21 (Road Length1.390Km)
2021_PWD_20417_1
CE/DEV/TB/218/2020-21/9
Open Tender
Civil Works
Item Rate
270 days
Dharmapur
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,700
Yes
Empowered Officer, ASRB
₹2.5 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam,
18 Feb 2021
28 Jan 2021
6 Feb 2021
28 Jan 2021
6 Feb 2021
1 Feb 2021
28 Jan 2021 - 6 Feb 2021
1 Feb 2021
Amount
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness.
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (A) From Private land
Construction of sub-grade and earthen shoulders with approved materials 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 as per technical specification clause 303.1 (i) from private land
Construction of granular sub-base by Providing well graded material, spreeding 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 Technical Specification Clause 401 (ii) For Gr-II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including sprading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stage to proper grade and camber, applying and brooming requisist type of screening /binding materials to fill up the interstices of course aggregate, watering and compecting to the required destiny as per tech. specification Clause 405 2) Grading-III material B) By Mechanical means
Providing and laying Interlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504 complete (inclusive all restrain and carriage)
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 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i 600mm equilateral triangle
1000mm dia Single Row HPC Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
(B) Type B (First Class) Bedding ii Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
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. 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering with cement morter (1:4) 15mm thick on brickwork in substructure as per technical Specification
1000mm dia Double Row HPC Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
(B) Type B (First Class) Bedding ii Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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. 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
Plastering with cement morter (1:4) 15mm thick on brickwork in substructure as per technical Specification
Md. Sarif Ali
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