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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.8 LAdmitted-Finance HOUSE NO 2 BOKAKHAT GOLAGHAT ASSAM 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹99.8 L | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹13.9 L (13.9%)Admitted-Finance | ₹1.1 Cr+₹13.9 L (13.9%) | 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 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sri Manoj Pareek L1 | SAMARESH DAS 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. | 1.28 | 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 | 670 | Cum. | - | - |
| 3.00 | Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. ..............,layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505.By Manual Means Bitumen (S-90) | 163.8 | Sqm. | - | - |
| 4.00 | Providing and applying track coat with bitumen emulsion (RS-1) pressure emulsion distributor at the rate of 0.25-0.30 kg. Per spm. On the prepared bituminous /granular surface cleaned with Hydraulic broomas per technical specification Clause 503 | 7,500 | Sqm. | - | - |
| 5.00 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixwd with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause. 504. | 466.29 | Cum. | - | - |
| 6.00 | Semi Dense Bituminous Concrete (Providing and applying semi dense bituminous concrete with 100-120 TPH with batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregate of specific grading, premixed with bituminous binder @ 4.5-5 % of mix and filler and tranporting the hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheel roller, vibratory and tandem rollers to acvhieve the desired compaction as per MORT@H Cl. no. 508 complete in all respect ( including carriage upto initial lead of 5.00 from quarry and carriage of mixed materials up to 10.00km initial lead at site and laboratory as directed by the deparment ) A. With hydrated lime/cement as filter ( refer table 500-9 of MoSRT&H specification) (I) 'with 60/70 or VG-30 grade bitumen (ii) for GradingI (13 mm nominal size) | 269.09 | Cum. | - | - |
| 7.00 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&Hs fixed to the road surface using adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | 382.22 | mtr | - | - |
| 8.00 | Excavation for structures :- Earth work in excavation for foundation of structure up to 3m dept as per drawing and technical specification clause 1104…..etc. i) Ordinary soil up to 3m depth | 46.56 | Cum. | - | - |
| 9.00 | Bedding of pipe :- i) Type A (concrete cradle bedding) Laying cement conc. as per clause 1105(i) | 22.44 | Cum. | - | - |
| 10.00 | Providing and laying RCC pipe NP-3 as per design in single row. Providing and laying RCC pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2 …..ete….. clause 1106. 1000mm dia. | 20 | RM | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 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/AD19-20/18 Improvement of Road from NH-39 to Upper Deopani Lakhiman Mandir, Doikhum Teron Gaon under Assam Darshan for the year 2019-20.
2020_PWD_16002_161
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
₹3,300
Empowered Officer, ASRB
₹2.2 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
Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. ..............,layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505.By Manual Means Bitumen (S-90)
Providing and applying track coat with bitumen emulsion (RS-1) pressure emulsion distributor at the rate of 0.25-0.30 kg. Per spm. On the prepared bituminous /granular surface cleaned with Hydraulic broomas per technical specification Clause 503
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixwd with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause. 504.
Semi Dense Bituminous Concrete (Providing and applying semi dense bituminous concrete with 100-120 TPH with batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregate of specific grading, premixed with bituminous binder @ 4.5-5 % of mix and filler and tranporting the hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheel roller, vibratory and tandem rollers to acvhieve the desired compaction as per MORT@H Cl. no. 508 complete in all respect ( including carriage upto initial lead of 5.00 from quarry and carriage of mixed materials up to 10.00km initial lead at site and laboratory as directed by the deparment ) A. With hydrated lime/cement as filter ( refer table 500-9 of MoSRT&H specification) (I) 'with 60/70 or VG-30 grade bitumen (ii) for GradingI (13 mm nominal size)
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&Hs fixed to the road surface using adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Excavation for structures :- Earth work in excavation for foundation of structure up to 3m dept as per drawing and technical specification clause 1104…..etc. i) Ordinary soil up to 3m depth
Bedding of pipe :- i) Type A (concrete cradle bedding) Laying cement conc. as per clause 1105(i)
Providing and laying RCC pipe NP-3 as per design in single row. Providing and laying RCC pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2 …..ete….. clause 1106. 1000mm dia.
Brick masonry work in cement mortar in foundation of head wall …etc….. Clause 1109. (a) Brick masonry in 1:4 Cement mortar.
Plastering with cement mortar (1:4) 15mm thickness on Brick work in substructure as per technical specification.
Routine Maintanence for 1st year
Routine Maintanence for 2nd year
Routine Maintanence for 3rd year
SAMARESH DAS
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