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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹8.9 L (8.47%)Admitted-Finance | ₹1.1 Cr+₹8.9 L (8.47%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SRI MADHU SHARMA L1 | Jimburaj Jidung L2 |
|---|---|---|---|---|---|
| 1.00 | 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. By Mechanical Means (B) In area of non thorny jungle | 1.12 | Hect | - | - |
| 2.00 | Granular sub-base (GSB)by providing well graded material(Table 400.1)Construction of granular subbase by providing close graded material mixing in a mechanical mix plant at OMC ,carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface, and compacting with vibratory power roller to achieve the desired density, complete as per Clause 401.(including cost of testing of materials at Site & Laboratory as directed by the department) | 843.75 | Cum | - | - |
| 3.00 | Water Bound Macadam (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 materials to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density. (with a initial lead of 5 K.M ) Grading- III.
(c) Using Screening Type-B (11.2mm Agg.) | 456.61 | Cum | - | - |
| 4.00 | Providing and laying sheded interlocking concrete block pavement (M40) having thickness 80mm as per drawing and Technical specification clause 1504 complete (including carriage) a) Including Edge block/ edge restraints | 5,625 | sqm | - | - |
| 5.00 | Construction of HP 1000 mm dia, NP3 at Ch. 95.00 m Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfilling the excavated earth. II. Ordinary Rock (Not requiring blasting) Upto 3.00m depth | 114.58 | Cum | - | - |
| 6.00 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded & cross-section shown on the drawing filled joints with sand and earth,spreading 25mm thick layer of earth over brick soling,watering and rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause 412 | 46.8 | sqm | - | - |
| 7.00 | PCC 1:3:6 in foundation -Plain cement concrete 1:3:6 mix with crushed stone agg. 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, | 11.26 | cum | - | - |
| 8.00 | Stone masonry work in cement mortar 1:3 for substructure as per drawing & technical Specification A. Random Rubble masonry | 45.42 | Cum | - | - |
| 9.00 | Providing & 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. | 15 | Metre | - | - |
| 10.00 | Backfilling behind abutment,wing wall ,& return wall complete as per drawing & technical specification Clause 1204.3.8 | 36 | Cum | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Dima/AD19-20/03 Construction of Approach road to Thaimodoling Village, Ancient Archeological Site under Assam Darshan
2020_PWD_16002_112
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Dima Hasao
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,500
Empowered Officer, ASRB
₹2.3 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
20 Feb 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
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. By Mechanical Means (B) In area of non thorny jungle
Granular sub-base (GSB)by providing well graded material(Table 400.1)Construction of granular subbase by providing close graded material mixing in a mechanical mix plant at OMC ,carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface, and compacting with vibratory power roller to achieve the desired density, complete as per Clause 401.(including cost of testing of materials at Site & Laboratory as directed by the department)
Water Bound Macadam (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 materials to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density. (with a initial lead of 5 K.M ) Grading- III. (c) Using Screening Type-B (11.2mm Agg.)
Providing and laying sheded interlocking concrete block pavement (M40) having thickness 80mm as per drawing and Technical specification clause 1504 complete (including carriage) a) Including Edge block/ edge restraints
Construction of HP 1000 mm dia, NP3 at Ch. 95.00 m Excavation for Structures : Earth work in excavation for structures as per drawing and technical specification 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, backfilling the excavated earth. II. Ordinary Rock (Not requiring blasting) Upto 3.00m depth
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded & cross-section shown on the drawing filled joints with sand and earth,spreading 25mm thick layer of earth over brick soling,watering and rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause 412
PCC 1:3:6 in foundation -Plain cement concrete 1:3:6 mix with crushed stone agg. 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days,
Stone masonry work in cement mortar 1:3 for substructure as per drawing & technical Specification A. Random Rubble masonry
Providing & 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.
Backfilling behind abutment,wing wall ,& return wall complete as per drawing & technical specification Clause 1204.3.8
Plastering with cement mortar 1:3 on brick work in substructure as per Technical specification.
Construction of Brick Masonry Drain (Length= 160.00 R.M) Excavation for Structures : 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 material and disposal upto a lead of 50 m, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilizing the remaining earth totally for road work i) In Ordinary Soil (A) Manual Means upto 3.00 m depth (without dewatering )
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines,graded & cross-section shown on the drawing filled joints with sand and earth,spreading 25mm thick layer of earth over brick soling,watering and rolling the same with three wheel road roller 80-100 KN as per Technical Specification Clause 412
PCC 1:3:6 in foundation -Plain cement concrete 1:3:6 mix with crushed stone agg. 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days,
Brick masonry work in cement mortar 1:3 in sub structure complete excluding pointing & plastering as per drawing & technical specifications.
Plastering with cement mortar 1:3 on brick work in substructure as per Technical specification.
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 warrenty and free maintenance
A- Retro- Reflectorised Traffic Signs Providing and fixting of Retro-Reflectrorised cautionary, mandatory & 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 thicksupported on a mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 450mm x 450mm x 600mm, below ground level as per drawing and Technical Specification. clause 801 iv) 800mm x 600mm Rectangular
Painting lines, dashes, Arrows etc. on road in two coats on new work with ready mexed road marking paint conforming to IS:164 on bituminous /concrete surface . Including cleaning the surface of all dirt,dust & other foreign matter demarcation at site & traffic control as per drawing & Technical Specification clause 1702
Planting of Trees & their Maintenance for three years Planting of trees by the road side ( Avenue Trees) in 0.60m dia Holes 1.00m deep dug in the ground mixing the soil with decayed farm yard, sludge manure,planting the saplings, backfilling the trenches ,watering , fixing the tree guard and mainting the plants for three years.
Surface Drain in soil- Construction of unlined surface drain of average cross section area 0.40sqm. In soil to specified lines, grades, levels & dimensions. Excavated materials to be used in embankment with a lift upto 3.00m & lead uoto 50m (average lead 25m) as per Technical Specification Clause 307 A) manual means
Routine maintenance for 1st year
Routine maintenance for 2nd year
Routine maintenance for 3rd year
Jimburaj Jidung
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