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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC VILL SERFANGURI P O P S SERFANGURI DIST KOKRAJHAR BTC ASSAM | DHUBRI | ASSAM | 783331 | ₹1.9 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹2.0 Cr+₹3.8 L (2.00%)Rejected-Finance ASSAM AS | ₹2.0 Cr+₹3.8 L (2.00%) | L2 | Rejected-Finance Quoted High |
| 3 | Rejected-Technical | - | - | Rejected-Technical EMD not submitted |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
23 Dec 2019, 3:00 pmClosed
SE PWD(R and B) Circle, Kokrajhar
O/o the SE PWD(R and B) Circle, Kokrajhar
Improvement of road from Mohamaya PWD road (Tipkai Bagribari Road) to Polashguri Bazar under SOPD (G) for the year 2019-20. (RE-TENDER)
2019_BoTC_15274_1
TN 143 of 2019-20 - 143/2
Open Tender
Civil Works – Roads
Works
365 days
Mahamaya
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,800
Principal Secretary, BTC
₹3.8 L
Yes
10 Jan 2020
9 Dec 2019
23 Dec 2019
9 Dec 2019
23 Dec 2019
9 Dec 2019
9 Dec 2019 - 23 Dec 2019
Amount
(A) Road Work: 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-thornu jungle.
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 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. (ii) For Grading II Material
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 1000 m as per Technical Specification Clause 303.1. (i) Private land
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 80-100 KN static roller in stages to poper grade and camber, applying and brooming, crushable 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
(i) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504.
2. Providing and fixing of recto-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 1.5mm thick supported on GL pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. (V) 60 cmx45cm rectangular.
(B) CD Work: R.C.C Box Culvert, Size= 3.00m x 3.00m 1 No. & Size= 1.00m x 1.00m 1 No. Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, I. Ordinary Soil. (i) Upto 3.00m depth.
Fillling in foundation trenches as per drawing and technical specification.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel i) P.C.C Grade M10, (i) Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With Natural Gravel iii) P.C.C Grade M-20, (i) Nominal mix 1:2:4
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B. With Natural Gravel (iv) RCC GRADE M 25 (i) Heigth up to 5m
Providing and laying reinforced cement concrete in super-structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Crushed Stone (iv) RCC GRADE M 25 (i) Heigth up to 5m
Supplying, fitting and placing TMT reinforcement (Fe 415) in sub structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Supplying, fitting, and placing TMT reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B.With Natural Gravel
Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe through the full width of the structure with slope of 1(V):20(H) towards drawing force complete as per drawing and technical specification.
Backfilling behind abutment, wing wall and return wall as per drawings & technical specification Clause 1204.3.8 A. Granular Materials
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Birkhang Basumatary
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