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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹75.0 L+₹6,006.06 (0.08%)Rejected-AOC ATHIABOI HOUSE NO 63 PO PUB BORKA PS CHANGSARI DISTRICT KAMRUP | KAMRUP | ASSAM | 781030 | L2 | Rejected-AOC L2 |
Tender Value
₹74.9 L
EMD Value
₹1.5 L
Closing Date
27 Jan 2021, 2:00 pmClosed
SE,GRC
O/O The superintending Engineer,PWD,GRC
Construction of Dhopatari Silbharal Smashan road with byelane including cross drainage works under SOPD-G for the year 2020-21,Jalukbari LAC
2021_PWD_20279_1
No. GRC/NIT/510./2018-19/300 Dated.18.01.2021
Open Tender
Civil Works – Roads
Item Rate
Jalukbari
Please refer tender
6 documents required · 6 mandatory
₹2,250
Yes
PWD
₹1.5 L
Yes
7 Oct 2021
20 Jan 2021
28 Jan 2021
20 Jan 2021
27 Jan 2021
20 Jan 2021
20 Jan 2021 - 27 Jan 2021
Amount
Road Works
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. i By Manual Means (A) In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits :Construction of embankment with approved material 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 i Private Land
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) Private Land
Granular Sub-base with Well Graded Material (Table 400.1)Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber,applying and brooming, stone screening 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
Interlocking pavement block i Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Construction of single cell HP Culvert 600mm dia NP3(3 Nos)
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 sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3.6
Bedding of pipe (B) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii)ii Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii In 1:4 cement mortar
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 mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600mm dia
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Fillling in foundation trenches as per drawing and technicalspecification Clause 305.3.9 i Sand filling
Bubul Bharali
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