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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹2.3 L (2.06%)Rejected-AOC | ₹1.1 Cr+₹2.3 L (2.06%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
28 Jan 2021, 2:00 pmClosed
SE,GRC
O/o Superintending Engineer, Guwahati Road Circle, Fancybazar, Ghy-01
Construction of Budu Ram Boro Path at Kalbari undr SOPD-G for the year 2020-21, Jalukbari LAC
2021_PWD_20236_1
No. GRC/NIT/510./2018-19/908 Dated.16.01.2020
Open Tender
Civil Works – Roads
Item Rate
Jalukbari
Please refer tender
6 documents required · 6 mandatory
₹3,300
Yes
PWD
₹2.2 L
Yes
23 Jul 2021
19 Jan 2021
28 Jan 2021
19 Jan 2021
28 Jan 2021
19 Jan 2021
19 Jan 2021 - 28 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. ii By Manual Means (A) In area of non thorny jungle
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 i Sand filling
Providing stone brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (b) Bricks on edge soling,
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) preading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including .provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
Traffic Signs A Retro-reflectorised Traffic Signs I 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, 1.5 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 M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii 600mm equilateral triangle
Construction RCC load Bearing Drain
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
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supportingembankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
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
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807, 1202 ans 1204 III RCC Grade M 20 i) For height upto 5 m
Backfilling behind abutment, wing wall and return wall completeas per drawings & technical specification Clause 1204.3.8 ii Sandy material
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Shifting of Electrical Pole
Safikur Rahman
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