Public Works Department Tender
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Costs
EMD
₹ 21,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NPWD_193_1Bid Award Id
ViewTender No
CE/RnB/NESIDS/WKA-2/T/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://npwd.nagaland.gov.in/
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Documents
BOQ Items
In Ordinary rock
8360
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146
Earthern shoulder
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-
Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted
-
-
-
Hill Side
3465
-
799
Valley Side
3465
-
799
WMM
-
-
-
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in the carriageway
19687.5
-
4736
DBM
-
-
-
Dense Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification. Grading II)
3937.5
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12322
Prime and Tack coat
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-
-
Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of
0.60 kg/sqm using mechanical means; over WMM and DBM layers)
78750
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35
Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion prsuure distributor at the rate of 0.20 kg/sq.m on the prepared bituminous/ granular surface cleaned with mecahnical broom; over WMM and DBM layers)
78750
-
12.5
BC
-
-
-
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with CRMB-55 grade of bitumine @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification. Grading II
2362.5
-
13640
Road Appurtenances
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-
-
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
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-
-
90 cm equilateral triangle
14
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9274
60 cm circular
10
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8094
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level)
3.6
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21038
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
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-
-
5 km Stone (Pre-Cast)
4
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6086
Ordinary Km Stone (Pre-Cast)
18
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3763
Protection Works
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-
-
CRSM Retaining Wall 3m ht
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material; ordinary Soil; manual means; upto 3 m depth.)
122.4
-
186
PCC in open foundation complete as per drawing and technical specification; M15 Grade
30.6
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10110
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification- Random Rubble masonary; Parapat & Wall
400.68
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10053
Back filling behind abutments, wing walls, and return walls complete as per drawing and technical specification; granular material
101.28
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3352
Providing and laying filter media with granular materials/ stone crushed aggregates to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall
101.28
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3042
Providing weep holes in masonry/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, as per drawing and Technical specifications. Spacing @ 1 m c/c horizontally and vertically
228
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774
Breast Wall 2 m ht
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-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material; ordinary Soil; manual means; upto 3 m depth.)
100.3
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186
PCC in open foundation complete as per drawing and technical specification; M15 Grade
35.1
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10110
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification- Random Rubble masonary; Wall
306
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10053
Providing and laying filter media with granular materials/ stone crushed aggregates to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall
108
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3042
Providing weep holes in masonry/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, as per drawing and Technical specifications. Spacing @ 1 m c/c horizontally and vertically
2340
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774
Cross drainage Works
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-
-
HUME PIPE CULVERTS 1000 mm dia
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-
-
Earth work in excavation of foundation of Abutment and return Wall in bed etc.
839.52
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186
Plain Cement Concrete in open foundation complete as per drawings and Technical Specifications; M 15 grade. In levelling course below foundation of head walls
53.13
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10110
Course Rubble masonry work in CM 1:3
731.28
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10307
Ashlar masonry work (First Sort) in CM 1:3 in parapat
37.29
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12582
PCC M15 (Mix 1:2:4) concrete craddle bedding
109.56
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10694
Laying Reinforced Cement Concrete Pipe NP3 Hume Pipe on first class bedding in single row . Using 1000 mm dia
247.5
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14582
Backfilling in foundation trenches (Granular material)
470.91
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3352
Excavation of earth for catch pit
123.42
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186
PCC M10 in Catch Pit
9.57
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10110
Course Rubble masonry work in CM 1:3 in side walls of catch pit
148.46
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10307
Excavation of earth for apron and guide walls
23.06
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186
Random rubble masonry work in CM 1:3 in flooring laid over cement concrete bedding in apron and guide walls
24.4
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9919
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