Public Works Roads Department Tender
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Costs
EMD
₹ 6,18,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement/ Construction Of Roads-i) Dhopguri To Khairabari Road And Ii) Missahatkhola To Jalukbari And Iii) Mtbt Road From Mpk Salaimari To Bholabari Road Under 65 Kalaigaon Lac Under Sopd For The Year 2018-19 Under Udalguri (randb) Division.
Description
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Contact
Tender Id
2018_PWD_10343_1Bid Award Id
ViewTender No
KALAIGAON/SOPD-G/ 2018-19/02Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
34016.25
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H Cl.No.508 complete in all respect. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
850.41
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Missahatkhola to Jalukbari
Maintenance of Earthen Shoulder (stripping of excess soil) : Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
4875
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Construction of granular sub base by providing well graded materials, 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 materials
393.75
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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 80-100kn 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 reqd. density Grading- 3 as per Technical Specification clause 405
Using Screening Type-B 11.2mm for Gr.III
17.57
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Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
2625
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Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
4875
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H Cl.No.508 complete in all respect. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
121.88
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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
600mm x 600mm square
2
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MTBT road from MPK Salaimari to Bholabari Road
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or acutioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means
(A) In area of non thomy jungle.
0.37
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Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50M, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5
(1) Private land
6377.46
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Construction of Subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trasporting 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) For Private Land
1577.95
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Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, 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.
869.96
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WBM Grd.- 2
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand paking, rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber , applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Techinical Specification Clause 405.
(A) By Manual means
434.98
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WBM Grd.- 3 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 Techinical Specification Clause 405.
(A) By Manual means
434.98
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surfaced of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5799.75
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kg per sqm on the prepared bituminous surface cleaned with Hydralic broom as per Technical Specification Clause 503.
5799.75
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Semi-Dense Bituminous Concrete ( Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibrartory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 508 complete in all respect.
B) With rockdustas filler ( refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II ( 10 mm nominal size)
144.99
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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.
Ordinary soil,Manual Means, Upto 3 m depth
138.94
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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) PCC Grade M-10. Nominal Mix 1:3:6
9.04
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(B) (III) PCC Grade M-20, Nominal mix (1:2:4)
44.68
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone (II) P.C.C. grade M 20 (I) Nominal mix (1:2:4)
23.68
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(II) RCC M-20. Nominal Mix 1:2:4 (a) Height upto 5M
9.56
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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
16
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.64
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Drainage spouts complete as per drawing and technical specifications Clause 1209
2
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and1206.3 (A) With natural gravel
1.68
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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
22.12
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Providing concrete for Plain / reinforced concrete in open foundatyion complete as per drawing and technical specification Clause 802, 803, 1202 & 1203.
B. With Natural Gravel (I) PCC Grade M-10. Nominal Mix 1:3:6
3.49
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(ii) Type B ( First Class ) Bedding
Laying ( First Class) bedding on well compacted sand, moorum or approved granular materials as per Clause 1105 (ii)
(ii) Granular Materials.
6.76
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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 (I) P.C.C Grade M15 (ii)Nominal mix(1:2.5:5)
28.64
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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. (b)1000mm dia single
15
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Earth work in excavation for foundation 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.in ordinary soil excavated
17.64
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PCC 1:3:6 Foundation 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) PCC Grade M10. Nominal Mix 1:3:6 ( hand Mixing)
2.65
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Bedding of pipe-Type B(Ist Class) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
6
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
With Natural Gravel
(ii) PCC grade M15, Nominal mix (1:2.5:5)
18.36
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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.
(C) 600mm dia
15
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