Public Works Department Tender
View complete overview of Nagaland PWD Tender
Costs
EMD
₹ 12,11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NPWD_249_1Bid Award Id
ViewTender No
CE/RnB/NESIDS/LLG-3R/T/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://npwd.nagaland.gov.in/
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Documents
BOQ Items
Unlined Surface Drains
7432
535104
72
Subgrade preparation on shoulders
7822.18
6265566
801
Granular Sub-Base grade 1
4180.5
18565600
4441
Wet Mix Macadam (WMM)
6270.75
29698272
4736
Prime and Tack Coat
-
-
-
Prime Coat
27870
969876
34.8
Tack Coat
27870
348375
12.5
Dense Bituminous Macadam (DBM)
1393.5
17262678
12388
Bituminous Course (BC)
836.1
11474636
13724
Traffic and direction signs
-
-
-
Retro-reflectorised Traffic signs Triangular 900mm side
10
96170
9617
Direction and place identification signs upto 0.9sqm size
1.8
39402
21890
Kilometre stones
-
-
-
5th Kilometer Stones
1
6100
6100
Ordinary Kilometer Stones
9
33930
3770
Retaining Wall 3m height
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a)
208.8
38836
186
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec
10.44
98783
9462
Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry); in stem wall and parapet wall
184.71
1939824
10502
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec
130.54
105215
806
Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size
41.77
127064
3042
Retaining Wall 4m height
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a)
82
15252
186
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec
7.42
70208
9462
Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry); in stem wall and parapet wall
156.8
1646713
10502
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec
247.26
199291
806
Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size
49.45
150426
3042
Breast Wall 1.5m height
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth
146.88
27319
186
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete as per drawing and Tec
10.77
101905
9462
Stone masonry work in cement mortar 1:3 (1 cement: 3 coarse sand) in foundation complete as drawing and technical specification Clauses 1400 & 2200(Coursed Rubble Masonry).
92.53
971750
10502
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia Ac pipe, extendign through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical spec
293.76
236770
806
Providing and laying of Filter media with granular materils/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size
32.31
98287
3042
Hume Pipe Culverts of 1000 mm dia
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth
761
141546
186
Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification Clauses 710.1.4 of IRC:78 and 2200 (Using granular material ).
273.4
916436
3352
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for levelling course below cul
93.6
885643
9462
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 . ); 1000 mm dia
112.5
1753087
15583
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) .
176.48
1853392
10502
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates; Apron
3.71
16201
4367
RCC Slab culvert 3.5 m span
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth; Abutment and Wing Wall
53.24
9902
186
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for levelling course; Abutment and Wing Wall
2.44
23087
9462
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) ; Abutment, Wingwall and Parapet
28.88
303297
10502
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m; Slab
4.17
55369
13278
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
2.04
158726
77807
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.
3.03
13232
4367
RCC Slab culvert 3 m span
-
-
-
Excavation for Structures. (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 deteterious matter, dressing of sides a) Ordinary soil Manual Means upto 3 m depth; Abutment and Wing Wall
125.28
23302
186
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for levelling course; Abutment and Wing Wall
6.26
59232
9462
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Clause 1400 (Square Rubble Coursed rubble masonry) (first sort) ; Abutment, Wingwall and Parapet
58.86
618147
10502
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m; Slab
8
106224
13278
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
2.94
228752
77807
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.
9
39303
4367
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