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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 Cr+₹10.4 L (4.43%)Rejected-AOC C O BARENDRA NARZARI SARUBENGERA P O KABIRALI P S UDALGURI DIST UDALGURI BTC ASSAM | UDALGURI | UDALGURI | ASSAM | 784509 | ₹2.4 Cr+₹10.4 L (4.43%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Failed |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
25 Feb 2022, 12:30 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD BTC, Kokrajhar.
Construction of road from Pipol Holy Singribari road to Barangabari via Kalbari under SOPD-G for the year 2021-22.
2022_BTC_24329_1
ACE-35/Tech/UDL(R B)/IFB/2018-19/253
Open Tender
Civil Works
Works
365 days
Udalguri Dist.
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,027
Principal Secretary, BTC, Kokrajhar
₹4.7 L
Yes
12 Apr 2022
14 Feb 2022
25 Feb 2022
14 Feb 2022
25 Feb 2022
14 Feb 2022
14 Feb 2022 - 25 Feb 2022
Amount
A) ROAD WORKS: 2.2.1A: 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
3.4.i:- 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 p g 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
4.1:- 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. (ii) For Grading II Material
3.14.i:- 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
4.7.3.A: 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
6.7.i:- (i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
10.2.A.2.v:- 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. (v) 600mm x 450mm rectangular
16.38:- Planting of Trees and their Maintenance for three year [Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for tree year.
B) RCC Hume Pipe Culvert of size 1000mm dia NP3 Single Row 7.5M Long: 11.1 Excavation for Structures 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
11.4:- P.C.C. 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
11.4:- Plain/Reinforced cement concrete, in open foundation compete as per drawing and technical specification including steel shuttering formwork. For Bedding.
9.3:- Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 1000mm dia
12.5:- Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications.
9.11:- Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.
C) RCC Slab Culvert, Size 1x2 M Span width 7.5m: 11.1: 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
11.4:- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
12.1: 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
12.3: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
12.5 (II): Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel II P.C.C. grade M 20 i) Nominal mix (1:2:4)
12.5 (IV): Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel IV R.C.C. grade M 25 i) For height upto 5 m
12.6(b): Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202.
12.9:- 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
12.10:- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
13.5: 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
13.10: Drainage spouts complete as per drawing and technical specifications Clause 1209
13.16(iv):-Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
D) RCC Slab Culvert, Size 1x3 m span width 7.5M: 11.1: 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
11.4:- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
12.1: 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
12.3: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
12.5 (II): Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel II P.C.C. grade M 20 i) Nominal mix (1:2:4)
12.5 (IV): Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel IV R.C.C. grade M 25 i) For height upto 5 m
12.6(b): Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202.
12.9:- 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
12.10:- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
13.5: 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
13.10: Drainage spouts complete as per drawing and technical specifications Clause 1209
13.16(iv):-Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
E) RCC Box Cell Bridge of size: 2 cell x 4.0m x 4.0m: 11.1 : 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
11.2: Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling
11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel III P.C.C Grade M 20 Nominal mix 1:2:4 (Hand mixed)
11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel IV R.C.C Grade M 20
11.7:- Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202
12.5: Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel IV RCC Grade M 25 i) For height upto 5 m
12.7:- Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.9:- 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
12.10:- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
13.5: 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
13.6: Construction of R.C.C. railing of M 25 grade in 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
13.10: Drainage spouts complete as per drawing and technical specifications Clause 1209
14.9:- Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii Cement concrete grade M 10
14.10: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
F) RCC Box Cell Bridge of size: 3 cell x 4.0m x 4.0m: 11.1 : 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
11.2: Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling
11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel III P.C.C Grade M 20 Nominal mix 1:2:4 (Hand mixed)
11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B With natural Gravel IV R.C.C Grade M 20
11.7:- Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202
12.5: Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel IV RCC Grade M 25 i) For height upto 5 m
12.7:- Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.9:- 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
12.10:- Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
13.5: 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
13.6: Construction of R.C.C. railing of M 25 grade in 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
13.10: Drainage spouts complete as per drawing and technical specifications Clause 1209
14.9:- Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii Cement concrete grade M 10
14.10: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Sri Mukul Narzari
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