Public Works Department Tender
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Costs
EMD
₹ 84,37,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NPWD_253_1Bid Award Id
ViewTender No
CE/RnB/NERSDS/AT-2R/T/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://npwd.nagaland.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
i) Girth from 300mm to 600mm
60
-
367
ii) Girth from 600mm to 900mm
10
-
633
iii) Girth from 900mm to 1800mm
5
-
1266
Dismantling of existing structure like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lift up to 1000m.
-
-
-
Concrete/Reinforced concrete/ Prestressed concrete structures including cleaning, straightening & cutting bars and separating them out from RCC/PCC.
-
-
-
i) M-10 & M15
43.65
-
562
ii) M20 grade and above
2337.6
-
987
b) Stone masonry Structures in cement mortar
5139.75
-
429
c) Stone Pitching in bed and slope
256.99
-
280
d) Ordinary km stone including foundation concrete if any.
26
-
316
e. Pipes
-
-
-
a) Pipes having dia more than 600 & less than 900 mm
246
-
276
b) Pipes having dia more than 900 mm
186
-
373
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
600
-
699
2. EARTH WORK
-
-
-
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
461128.1
-
224
ii) Ordinar/Soft Rock - Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
24269.9
-
318
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
46237
-
192
Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
26707.274
-
796
3. GRANULAR SUB-BASE & BASE COURSE (Non - Bituminous)
-
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) ii) Grade II
28879.279
-
3868
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.)
34665.755
-
4542
4. BITUMINOUS SURFACE COURSE
-
-
-
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.
144842.5
-
34
Dense Graded 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 clause No. 507 complete in all respects.)
7223.965
-
12088
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 clause No. 501 & 507 complete in all respects. - Grade 2 - 13mm Nominal aggregate size
4334.54
-
13320
5. CROSS DRAINAGE WORKS
-
-
-
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.
-
-
-
For Head wall
2801.37
-
62
For Pipe
1134.98
-
62
Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, approach slabs, return wall, wing wall, curtain wall and including protection works at U/S and D/S all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700.
-
-
-
Below Head Wall
365.4
-
8507.52
Below Pipe
101.86
-
8507.52
Providing and laying in position Plain Cement Concrete of Grade M 20 in parapet wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.
3655.21
-
10565
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/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 . )
1210
-
14881
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.: 300mm thick dry stone pitching on slope
4382.19
-
4367
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
2191.1
-
3273
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.
160.08
-
4367
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.
480.79
-
4367
Providing and laying in position Plain Cement Concrete of Grade M 20 in parapet wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.
1691.58
-
10142.4
6. Drainage & Protection Works
-
-
-
A. PCC Open Longitudinal Drain
-
-
-
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.
3432.555
-
62
Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below drains and in chute drain etc. all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.
381.395
-
8507.52
Providing and laying PCC M-15 grade concrete in side wall and bottom slab of open Lined drain complete as per drawing and technical specifications 1500, 1700 and 2200.
1598.494
-
9000
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
1346
-
731
B. CRSM Breast wall
-
-
-
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.)
840
-
62
Providing and laying in position Plain Cement Concrete of Grade M 15 in breast wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.
210
-
8507.52
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing
and Technical Specification
1785
-
8736
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
2800
-
731
Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.
1260
-
3042
C. Metal beam crash barrier
-
-
-
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
732.57
-
4168
D. CRSM Retaing wall
-
-
-
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.)
555
-
62
Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.
111
-
8507.52
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing
and Technical Specification
880.6
-
8736
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
740
-
731
Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500.
666
-
3042
E. Unlined Surface Drains
-
-
-
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)
21521.9
-
72
F.TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCES
-
-
-
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)
-
-
-
90 cm equilateral triangle
32
-
8713
90 cm circular
40
-
7595
80 mm x 60 mm rectangular
368
-
10880
60 cm x 45 cm rectangular
2
-
7379
60 cm x 60 cm square
55
-
8879
90 cm high octagon
6
-
14082
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 as per approved drawing)
17
-
34047
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
-
-
-
Truss and Vertical Support
6.07
-
88728
Aluminium alloy plate for over head sign
50.4
-
1255
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)
-
-
-
5th kilometre stone (precast)
6
-
5577
Ordinary Kilometer stone (Precast)
21
-
3417
BRIDE (Ch 0+240) Span 26.50m
-
-
-
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.
-
-
-
(a) In all types of soil
950.49
-
71
(b) In soft/ordinary rock/Boulders
407.35
-
77
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 & clause 710.1.4 of IRC:78
530.62
-
4172
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts
223.53
-
3042
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
-
-
-
a) M-15 grade
-
-
8862
e) M-35 grade
-
-
11440
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200.
-
-
-
c) M-35 grade
-
-
13216
c) M-40 grade
-
-
14605
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300.
-
-
-
a) RCC Solid slab/Voided Slab
-
-
-
M-35 grade
-
-
13666
Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600.
-
-
-
a) For Foundation
52.7
-
74162
b) For sub-structure
45.56
-
77833
c) For super-structure
11.57
-
76048
Supply & fixing of POT / PTFE bearings complete as per drg. and IRC:83 (Part-III)-2002.
-
-
-
Metalic Guided
-
-
-
Up to 200 T
10
-
73800
Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2599
-
-
-
b) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
24
-
123
Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.
10
-
4423
Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700.
368.5
-
1399.8
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
67
-
5584
Providing & laying plain cement concrete M-15 in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.
11.88
-
8522
Providing & laying reinforced cement concrete M-30 in approach slab including form work and reinforcement complete as per drg. and MORT&H specifications sections 1500, 1600, 1700 & 2100 and clause 2704.
25.2
-
14951
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
77
-
3273
Boulder Pittching on slopeProviding and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
155
-
4367
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&
194
-
731
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
134
-
210
Printing new letter and figures of any shade (Printing new letter and fig. of any shade with synthetic enamel paint black or any other approved colour to give an even shade.
300
-
0.9
Providing, fabricating, erecting and painting structural steel super- structure of mild steel consisting of structural steel built up sections with plates, gusset plates, shear connectors along with welding, bolting etc. complete conforming to IS:226 as per drawings and Technical Specifications Section 1900
118
-
76048
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x
1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
400
-
10321
BRIDGE( Ch:4+980) Span 19.0m
-
-
-
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.
-
-
-
(a) In all types of soil
1036.59
-
71
(b) In soft/ordinary rock/Boulders
444.25
-
77
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 & clause
710.1.4 of IRC:78
537.09
-
4172
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts
203.2
-
3042
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
-
-
-
a) M-15 grade
-
-
8862
e) M-35 grade
-
-
11440
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200.
-
-
-
c) M-35 grade
-
-
13216
c) M-40 grade
-
-
14605
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300.
-
-
-
a) RCC Solid slab/Voided Slab
-
-
-
ii) M-35 grade
-
-
13666
Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600.
-
-
-
a) For Foundation
25.79
-
74162
b) For sub-structure
38.52
-
77833
c) For super-structure
15.89
-
76048
Supply & fixing of POT / PTFE bearings complete as per drg. and IRC:83 (Part-III)-2002.
-
-
-
Metalic Guided
-
-
-
Up to 200 T
10
-
73800
Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2599
-
-
-
b) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
24
-
123
Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.
8
-
4423
Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700.
286
-
1399.8
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
52
-
5584
Providing & laying plain cement concrete M-15 in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.
11.88
-
8522
Providing & laying reinforced cement concrete M-30 in approach slab including form work and reinforcement complete as per drg. and MORT&H specifications sections 1500, 1600, 1700 & 2100 and clause
2704.
25.2
-
14951
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
24
-
3273
Boulder Pittching on slope: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
48
-
4367
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&
131
-
731
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
104
-
210
Printing new letter and figures of any shade (Printing new letter and fig. of any shade with synthetic enamel paint black or any other approved colour to give an even shade
300
-
0.9
BRIDGE (Ch:8+400) Span 38.6m
-
-
-
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.
-
-
-
(a) In all types of soil
1621.36
-
71
(b) In soft/ordinary rock/Boulders
694.87
-
77
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 & clause
710.1.4 of IRC:78
957.5
-
4172
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts
299.07
-
3042
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
-
-
-
a) M-15 grade
-
-
8862
e) M-35 grade
-
-
11440
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200.
-
-
-
c) M-35 grade
-
-
13216
c) M-40 grade
-
-
14605
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300.
-
-
-
a) RCC Solid slab/Voided Slab
-
-
-
ii) M-35 grade
-
-
13666
Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600.
-
-
-
a) For Foundation
52.7
-
74162
b) For sub-structure
59.59
-
77833
c) For super-structure
16.67
-
76048
Supply & fixing of POT / PTFE bearings complete as per drg. and IRC:83 (Part-III)-2002.
-
-
-
Metalic Guided
-
-
-
Up to 200 T
10
-
73800
Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2599
-
-
-
b) Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
24
-
123
Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.
16
-
4423
Providing & laying 65mm thick wearing course consisting of 40mm thick asphaltic concrete covered by 25mm thick mastic asphalt on top complete as MORT&H specifications section 2700.
501.6
-
1399.8
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
91.2
-
5584
Providing & laying plain cement concrete M-15 in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.
11.88
-
8522
Providing & laying reinforced cement concrete M-30 in approach slab including form work and reinforcement complete as per drg. and MORT&H specifications sections 1500, 1600, 1700 & 2100 and clause
2704.
25.2
-
14951
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
61
-
3273
Boulder Pittching on slope: Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
122
-
4367
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&
211
-
731
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
182
-
210
Printing new letter and figures of any shade (Printing new letter and fig. of any shade with synthetic enamel paint black or any other approved colour to give an even shade
300
-
0.9
Providing, fabricating, erecting and painting structural steel super- structure of mild steel consisting of structural steel built up sections with plates, gusset plates, shear connectors along with welding, bolting etc. complete conforming to IS:226 as per drawings and Technical Specifications Section 1900
170
-
76048
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1
m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied
with 4 mm galvanised steel wire.)
400
-
10321
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