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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance HOUSE NO 2 BOKAKHAT GOLAGHAT ASSAM 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹18.5 L (9.68%)Admitted-Finance | ₹2.1 Cr+₹18.5 L (9.68%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical HOUSE NO 85 BBDC ROAD PO SILONIJAN PS BOKAJAN KARBI ANGLONG 782460 | SILONIJAN | KARBI ANGLONG | ASSAM | 782460 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sri Manoj Pareek L1 | North East Plantations & Commercial Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm 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. | 1.32 | Hect. | - | - |
| 2.00 | Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & 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 SpecificationClause 303.1. a) From private land | 6,735.87 | Cum | - | - |
| 3.00 | Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401. (ii)For Grading II Material | 937.5 | Cum | - | - |
| 4.00 | 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 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials 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 | 695.6 | Cum | - | - |
| 5.00 | Providind and laying Inter Locking Block Pavement ( M40) having thickness 80mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage ) | 7,500 | Sqm | - | - |
| 6.00 | HPCulvert :- 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 matter, dressing of sides and bottom and backfilling with approved material.
I) Ordinary soil
A) Manual Means
(a) Without dewatering
(i) upto 3 m depth | 122.6 | Cum | - | - |
| 7.00 | 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. (I) By Manual Means (B) Cement Concrete | 24.93 | Cum | - | - |
| 8.00 | Removing all type of Hume Pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 (B) Above 600 mm to 900 mm dia Hume pipe | 112.5 | RM | - | - |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 164.76 | Cum | - | - |
| 10.00 | Bedding of pipe :- i) Type A (concrete cradle bedding) Laying cement conc. as per clause 1105(i) | 7.13 | Cum | - | - |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 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
Kar/AD19-20/14 Improvement of Road from BBDC Road to Nahorsola Nepali Basti Buddha Mandir under Assam Darshan for the year 2019-20.
2020_PWD_16002_157
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Karbi Anglong
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,700
Empowered Officer, ASRB
₹3.8 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
29 Feb 2020
25 Jan 2020
6 Feb 2020
25 Jan 2020
5 Feb 2020
25 Jan 2020
25 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm 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 sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & 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 SpecificationClause 303.1. a) From private land
Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 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 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials 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
Providind and laying Inter Locking Block Pavement ( M40) having thickness 80mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage )
HPCulvert :- 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 matter, dressing of sides and bottom and backfilling with approved material. I) Ordinary soil A) Manual Means (a) Without dewatering (i) upto 3 m depth
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. (I) By Manual Means (B) Cement Concrete
Removing all type of Hume Pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 (B) Above 600 mm to 900 mm dia Hume pipe
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Bedding of pipe :- i) Type A (concrete cradle bedding) Laying cement conc. as per clause 1105(i)
Brick masonry work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and Technical Specification Clause 1109 (A) Brick Masonry in 1 : 4 cement mortar
Providing and laying reiforced cement concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets as per vide clause 1106 of Specification of Rural Roads, MORD. B) 1000 mm dia
Plastering with cement mortar (1:4) 15mm thickness on Brick work in substructure as per technical specification.
Routine Maintenance for 1st year
Routine Maintenance for 2nd year
Routine Maintenance for 3rd year
North East Plantations & Commercial Pvt Ltd
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