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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹49.0 L+₹4.0 L (8.81%)Rejected-AOC HATKHALA CITY TOWN PATHARKANDI P O KANAIBAZAR P S PATHARKANDI DIST KARIMGANJ PIN 788724 | KARIMGANJ | ASSAM | 788724 | L2 | Rejected-AOC L2 | |
| 3 | L3₹50.0 L+₹5.0 L (11.1%)Rejected-AOC TALUKDAR KARIMGANJ NORTH KARIMGANJ SOUTH TERRITORIAL ROAD DIVISION KARIMGANJ | L3 | Rejected-AOC L3 | |
| 4 | L4₹50.4 L+₹5.4 L (12.1%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
21 Nov 2022, 3:00 pmClosed
EE PWRD PRTRD
O/o the EE PWRD PRTRD
Construction of road from Balirbond C.M.package road to Tea Garden village link road under BADP ( Border Development Activities in the Inter -state Border (Length-4.00.00m) for the year 2020-21
2022_PWD_27747_1
PRTRD/RKN/BADP/Tech- 46/2022/TS/2
Open Tender
Civil Works
Item Rate
270 days
Patharkandi
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹1 L
Yes
O/o the EE PWRD PRTRD
9 May 2023
14 Nov 2022
22 Nov 2022
14 Nov 2022
21 Nov 2022
14 Nov 2022
14 Nov 2022 - 21 Nov 2022
14 Nov 2022
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.
Construction of embankment with approved mateial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 – 2 with lead upto 1000 m as per technical specification clause 301.5 i ) Private land
Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surfacing mixing by mixing in place method with rotator at OMC and compacting with smooth whelled roller to achieve the desired density
Water Bound Macadam Sub-Base: III WBM using stone screeing Type A 13.2 mm for grade 3, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100Kn static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density grading as per techinical specification clause 405 A. By manual Means
Inter locking block Pavement;- Providing and applying interlocking concrete block pavement having thickness 80mm as per Technicl specification Clause 1504
Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1, including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil (i)Up to 3.00m depth.
Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802,803,1202 & 1203 Nominal Mix 1:3:6 ( Hand mixing)
Providing Plain / RCC in open foundation etc complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15
Providing Plain / RCC in sub structure complete as per drawing and Technical specificationClauses 802,804,805,806,807,1202 and 1204 PCC M- 15
Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000 mm dia
Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600 mm dia
Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
Construction of unlined surface drain of average Cross section in ondinary rock to specified lines & grades etc as per approved design & Technical specification Clause 307 A.Manual Means
10.2 Traffic Sign A 1. 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 alluminium 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and technical specification Clause 801 ii) 600 mm equilateral triangle
Planting of trees and their Maintenance forthree years ( planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planing the saplings, backfilling the trenches, watering, fixing the guard and maintaining the plants for three years.
Providing and fixing of typical information sign board with as per MORD specification 1701 and annexure 1700.1 and drawing
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 side
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing](Abutment Base)
Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)
M/S Sumon Construction
SAMSUL HOQUE CHOUDHURY
ABDUL ROUF CHOUDHURY
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