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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.7 LAccepted-AOC BAJUGAON CITY TOWN GOSSAIGAON P O JARAGURI P S GOSSAIGAON DIST KOKRAJHAR PIN 787000 | 787000 | L1 | Accepted-AOC L1 | |
| 2 | L2₹99.8 L+₹8,830.76 (0.09%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.0 Cr+₹52,965.40 (0.53%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹99.8 L
EMD Value
₹2.0 L
Closing Date
12 Jul 2021, 3:00 pmClosed
SE, PWD (R and B) Circle, Kokrajhar
O/o the SE, PWD (R and B) Circle, Kokrajhar
Construction of Road from 33 KM D.K. Road to Mornai Tea Estate Banglow Road under SOPD(ODS) for the year 2020-21.
2021_BoTC_22096_1
TN 164 of 2021-22 - 164/2
Open Tender
Civil Works – Roads
Works
180 days
Gossaigaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
PRINCIPAL SECRETARY, BTC
₹2.0 L
Yes
25 Sept 2021
3 Jul 2021
12 Jul 2021
3 Jul 2021
12 Jul 2021
3 Jul 2021
3 Jul 2021 - 12 Jul 2021
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 materials to be used or auctioned, up to 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 approved material obtained from borrow pits with a lift upto 1.50 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 sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. (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 Cl. 401. (II) For Grading II Material.
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper 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 Mnaul Means.
Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per echnical specification clause 1504. complete (inclusive edge restrains and carriage)
Extra for providing and laying coloured interlocking concrete block as per Technical Specification Clause 1504 completed including carriage.
Planting of Trees and their Maintenance for three years (Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1 m deep dug in the ground mixing the soil with decayed from yard/sludge mannure, planting the saplings, backfilling the tranches watering fixing the tree guatrd and maintaining the plants for three year.
Painting olines, dashes, arrows, etc. On roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.
Providing and erecting 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 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means if properly designed foundation with M-15 grade cement concrete 450mm x 450mm x600mm ground level as per approved drawings and Technical Specification Clause 801. (iv) 800mm x 600mm rectangular.
Providing and erecting 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 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means if properly designed foundation with M-15 grade cement concrete 450mm x 450mm x600mm ground level as per approved drawings and Technical Specification Clause 801. (ii) 600mm equilaterial triangle.
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc, as per drawing and technical specification clause 1703. ii) Ordinary Kilometer stone (Precast)
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc, as per drawing and technical specification clause 1703. iii) 200m Stone (Precast)
(B) CD Work: RCC Box Cell Culvert 2 Cell, Size=2.00m x 2.00m 1 No. Earth work in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil .
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling
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 iv) R.C.C Grade M-20
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
Supplying, fitting and placing TMT reinforcement (Fe 500 D) reinforcement bar (From primary producer: TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in foundation complete as per drawings and technical specification Clauses 1000 & 1202
Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substrucrure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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 Clause 614, 709, 1204.3.7.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 A. Granular Materials
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 and 1205.5 B With Natural Gravel II. RCC M-25 (a) Height up to 5m
Supplying, fitting, and placing TMT (Fe-500D) reinforcement bar (Other ISI approved TMT reinforcement bar SAI / BISCON / THERMAX or equivalent) 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
Construction of R.C.C. railing of M 25 grade, cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 III.Cement concrete grade M 10
Drainage spouts complete as per drawing and technical specification.
Flexible Apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 40 kg beyond curtain wall.
LEBENDRA NARZARY
SARAT CHANDRA NARZARY
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