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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 CrSame as L1Admitted-Finance | ₹4.0 CrSame as L1 | L2 | Admitted-Finance |
| 3 | L3₹4.0 CrSame as L1Admitted-Finance PHUKAN NAGAR SIVASAGAR ASSAM | SIVASAGAR | ASSAM | 785640 | ₹4.0 CrSame as L1 | L3 | Admitted-Finance |
| 4 | L3₹4.0 CrSame as L1Admitted-Finance | ₹4.0 CrSame as L1 | L3 | Admitted-Finance |
| 5 | L3₹4.0 CrSame as L1Admitted-Finance | ₹4.0 CrSame as L1 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRANTIK BORA L3 | DHRUBAJIT CHETIA L3 | Mun doley L2 | SUNMONI BURAGOHAIN L3 | Sri Sajiblal Baruah L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Merbil Changmai gaon - Lotakota:
Clearing and Grubbing of road land including upo rooting rank vegetation grass, bush, shrubs, sapllags and trees of girth upto 300mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
i) By Manual means
A. In area of non thorny jungle. | 1.26 | Hect. | 30,000 ₹37,800 Lowest | 42,000 ₹52,920 | 55,343.1 ₹69,732.31 | 44,000 ₹55,440 | 30,000 ₹37,800 Lowest |
| 2.00 | Construction of Embankment with materials obtained from borrow pits, with a lead upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead upto 1000m as per Technical specification clause 301.5.
A) From private land. | 9,458.06 | Cum | 170 ₹16,07,870.2 | 160 ₹15,13,289.6 | 280 ₹26,48,256.8 | 190 ₹17,97,031.4 | 100 ₹9,45,806 Lowest |
| 3.00 | Construction of Sub-grade and Earthen Shoulders with approved materials obtained from borrows pits, with initial lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300–2 with a lead up to 1000m as per Technical specification clause 303.1
A) From private land | 6,153 | Cum | 200 ₹12,30,600 Lowest | 200 ₹12,30,600 Lowest | 350 ₹21,53,550 | 250 ₹15,38,250 | 250 ₹15,38,250 |
| 4.00 | Construction of Granular Sub-base providing close graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with 80 – 100kn Static roller capacity to achieve the desired density , complete as per Technical Specification Clause 401, with all leads and lifts upto the site.
(ii) For Grading II Materials | 1,013.91 | Cum | 3,000 ₹30,41,730 | 2,700 ₹27,37,557 | 2,100 ₹21,29,211 Lowest | 2,800 ₹28,38,948 | 3,375 ₹34,21,946.25 |
| 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 3- wheels steel/ vibratory roller 8-10 fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means density Grading 3 as per Technical Specification Clause 405, with all leads and lifts upto the site. W.B.M. Grading 3(Using stone screening Type-A 13.2 for Gr .3:
By Manual Means | 608.35 | Cum | 4,510 ₹27,43,658.5 | 3,500 ₹21,29,225 | 2,600 ₹15,81,710 Lowest | 3,450 ₹20,98,807.5 | 3,500 ₹21,29,225 |
| 6.00 | Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification Clause 1504 | 8,111.25 | Sqm | 1,050 ₹85,16,812.5 | 1,200 ₹97,33,500 | 950 ₹77,05,687.5 Lowest | 1,180 ₹95,71,275 | 1,166.9 ₹94,65,017.62 |
| 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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
(i)90 cm equilateral triangle | 8 | Each | 5,000 ₹40,000 | 5,300 ₹42,400 | 4,734.74 ₹37,877.92 Lowest | 5,500 ₹44,000 | 5,000 ₹40,000 |
| 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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
(ii)60cmX60cm square | 8 | Each | 4,000 ₹32,000 Lowest | 5,500 ₹44,000 | 4,000 ₹32,000 Lowest | 5,500 ₹44,000 | 5,000 ₹40,000 |
| 9.00 | 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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
(iii)Providing and fixing of typical SOPD informatory sign board(Clause 10.16) | 1 | Each | 23,000 ₹23,000 | 20,378.2 ₹20,378.2 | 10,000 ₹10,000 Lowest | 20,000 ₹20,000 | 20,000 ₹20,000 |
| 10.00 | Planting of trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil wih decayed farm yard/sludge manure, planting the saplings, backfiling the trenches, watering, fixing the tree guard and maintaining the plants for three year. | 150 | Each | 400 ₹60,000 Lowest | 620 ₹93,000 | 3,000 ₹4,50,000 | 600 ₹90,000 | 400 ₹60,000 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
4 Oct 2021, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/Sivasagar/03 Construction/Improvement of (i) Merbil Changmai Gaon Lotakota connecting path (L 2.10KM) and (ii) Luruki Ali (L 2.25 KM) under RIDF XXVII of NABARD.
2021_PWD_22932_9
CE/STBR/ RIDF-XXVII/03/21-22/4 Dtd. 03-09-2021
Open Tender
Civil Works – Roads
Item Rate
545 days
Sivasagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered officer, Assam State Road Board
₹8.8 L
Yes
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
29 Oct 2021
13 Sept 2021
5 Oct 2021
13 Sept 2021
4 Oct 2021
13 Sept 2021
13 Sept 2021 - 4 Oct 2021
21 Sept 2021
Amount
Merbil Changmai gaon - Lotakota: Clearing and Grubbing of road land including upo rooting rank vegetation grass, bush, shrubs, sapllags and trees of girth upto 300mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) By Manual means A. In area of non thorny jungle.
Construction of Embankment with materials obtained from borrow pits, with a lead upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 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 borrows pits, with initial lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300–2 with a lead up to 1000m as per Technical specification clause 303.1 A) From private land
Construction of Granular Sub-base providing close graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with 80 – 100kn Static roller capacity to achieve the desired density , complete as per Technical Specification Clause 401, with all leads and lifts upto the site. (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 3- wheels steel/ vibratory roller 8-10 fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means density Grading 3 as per Technical Specification Clause 405, with all leads and lifts upto the site. W.B.M. Grading 3(Using stone screening Type-A 13.2 for Gr .3: By Manual Means
Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification Clause 1504
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (i)90 cm equilateral triangle
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (ii)60cmX60cm square
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iii)Providing and fixing of typical SOPD informatory sign board(Clause 10.16)
Planting of trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil wih decayed farm yard/sludge manure, planting the saplings, backfiling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
Construction of 5 Nos. Hume pipe culvert 1000mm dia: Earthwork in excavation for foundation of structures upto 3 m dept as per drawing and technical specification Clause 1104 includding setting out, constuction of soring and bracing, removal of stumps and other deleterious matter, dressing of sides and bott
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 Below face wall
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 morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works ( B ) 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clause 602, 603, 603, 604, 1202 & 1204 I. In 1:4 Cement mortar
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Techical specification clauses 613, 614 &1204
Luruki Ali: Clearing and Grubbing of road land including upo rooting rank vegetation grass, bush, shrubs, sapllags and trees of girth upto 300mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) By Manual means A. In area of non thorny jungle.
Construction of Embankment with materials obtained from borrow pits, with a lead upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 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 borrows pits, with initial lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300–2 with a lead up to 1000m as per Technical specification clause 303.1 A) From private land
Construction of Granular Sub-base providing close graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with 80 – 100kn Static roller capacity to achieve the desired density , complete as per Technical Specification Clause 401, with all leads and lifts upto the site. (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 3- wheels steel/ vibratory roller 8-10 fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means density Grading 3 as per Technical Specification Clause 405, with all leads and lifts upto the site. W.B.M. Grading 3(Using stone screening Type-A 13.2 for Gr .3: By Manual Means
Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification Clause 1504
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (i)90 cm equilateral triangle
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (ii)60cmX60cm square
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,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iii)Providing and fixing of typical SOPD informatory sign board(Clause 10.16)
Planting of trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil wih decayed farm yard/sludge manure, planting the saplings, backfiling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
Construction of 5 Nos.Hume pipe culvert 1000mm dia (7.50 Mtr wide): Earthwork in excavation for foundation of structures upto 3 m dept as per drawing and technical specification Clause 1104 includding setting out, constuction of soring and bracing, removal of stumps and other deleterious matter, dressing of sides and bott
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 Below face wall
Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
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 morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works ( B ) 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clause 602, 603, 603, 604, 1202 & 1204 I. In 1:4 Cement mortar
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Techical specification clauses 613, 614 &1204
Construction of 1 No. Hume pipe culvert(Double) 1000mm dia: Earthwork in excavation for foundation of structures upto 3 m dept as per drawing and technical specification Clause 1104 includding setting out, constuction of soring and bracing, removal of stumps and other deleterious matter, dressing of sides and bott
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 Below face wall
Bedding of pipe Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
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 morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works ( B ) 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clause 602, 603, 603, 604, 1202 & 1204 I. In 1:4 Cement mortar
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per Techical specification clauses 613, 614 &1204
Mun doley
SUNMONI BURAGOHAIN
PRANTIK BORA
DHRUBAJIT CHETIA
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