Jharkhand State Rural Road Development Authority Tender
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EMD
₹ 23,26,934Document Cost
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Contact
Tender Id
2018_CEJHR_66218_11Bid Award Id
ViewTender No
TenderUpload_NIT23_2018Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
8149.2
167792
20.59
... More
Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- 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 from 250 m to 500 m as per Technical Specification Clause 303.1.
15076.02
2817406
186.88
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
5789
539708
93.23
... More
Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
5789
304964
52.68
... More
Construction of Embankment with Material Obtained from Borrow Pits:-- 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 to meet requirement of Tables 300.1 and 300.2 with a free lead as per Technical Specification Clause 301.5
36411.83
4298052
118.04
... More
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method (Grading-III)
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.
3472.32
4108760
1183.29
... More
WBM Grading II 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1929.07
4344304
2252.02
... More
WBM Grading III 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1929.07
4196421
2175.36
... More
Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning 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
25720.91
1112172
43.24
... More
Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
25720.91
368580
14.33
... More
Seal coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
25720.91
1318711
51.27
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
25720.91
3766827
146.45
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
340.15
67651
198.89
... More
Plain cement concrete M-10 in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
68.53
291573
4254.68
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
340.42
1117061
3281.47
... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
50
243116
4862.32
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
2.55
11188
4387.77
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification
85
8740
102.83
... More
Construction of High Level RCC Bridge across River at Ch:- 1950 M , 3775 M and Ch:- 6656 M
-
-
-
... More
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity
1
1
1
... More
a) Initial and routine load test
-
-
-
... More
Ch:- 1950 M
2296
688800
300
... More
Ch:- 3775 M
2064
619200
300
... More
Ch:- 6656 M
2804
841200
300
... More
b) Lateral load test
-
-
-
... More
Ch:- 1950 M
51.6
258000
5000
... More
Ch:- 3775 M
42.4
212000
5000
... More
Ch:- 6656 M
49.6
248000
5000
... More
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.
-
-
-
... More
Ch:- 1950 M
398.6
86117
216.05
... More
Ch:- 3775 M
466.83
100858
216.05
... More
Ch:- 6656 M
535.06
115599
216.05
... More
Providing service road etc. all complete job as per specifications and direction of E/I.
-
-
-
... More
Ch:- 1950 M
66
206779
3133.02
... More
Ch:- 3775 M
82.5
258474
3133.02
... More
Ch:- 6656 M
99
310168
3133.02
... More
Providing Steel Liner 10 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
-
-
-
... More
Ch:- 1950 M
29.09
2397988
82436.25
... More
Ch:- 3775 M
9.45
779269
82436.25
... More
Ch:- 6656 M
10.5
865580
82436.25
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
Ch:- 1950 M
361.8
4592374
12693.13
... More
Ch:- 3775 M
390.53
4957098
12693.13
... More
Ch:- 6656 M
440.12
5586500
12693.13
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 lifts and lead of 1000 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
-
-
-
... More
Ch:- 1950 M
27.15
21983
809.57
... More
Ch:- 3775 M
31.68
25646
809.57
... More
Ch:- 6656 M
36.21
29310
809.57
... More
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
-
-
-
... More
Ch:- 1950 M
16.59
10764
648.88
... More
Ch:- 3775 M
19.4
12586
648.88
... More
Ch:- 6656 M
22.21
14409
648.88
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
Ch:- 1950 M
16.59
72373
4362.71
... More
Ch:- 3775 M
19.4
84627
4362.71
... More
Ch:- 6656 M
22.21
96882
4362.71
... More
Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
-
-
-
... More
Ch:- 1950 M
278.15
1776405
6386.41
... More
Ch:- 3775 M
324.97
2075404
6386.41
... More
Ch:- 6656 M
371.79
2374403
6386.41
... More
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
-
-
-
... More
Ch:- 1950 M
50.41
3026465
60033.43
... More
Ch:- 3775 M
56.05
3364933
60033.43
... More
Ch:- 6656 M
63.16
3791591
60033.43
... More
Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST Specification.
-
-
-
... More
Ch:- 1950 M
84.4
59080
700
... More
Ch:- 3775 M
94.21
65943
700
... More
Ch:- 6656 M
108.37
75859
700
... More
Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght
-
-
-
... More
Ch:- 1950 M
77.33
506015
6543.93
... More
Ch:- 3775 M
49.82
326044
6543.93
... More
Ch:- 6656 M
78.61
514405
6543.93
... More
Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Upto 5 m Hieght
-
-
-
... More
Ch:- 1950 M
84.08
550200
6543.93
... More
Ch:- 3775 M
97.03
634944
6543.93
... More
Ch:- 6656 M
113.39
742022
6543.93
... More
Beyond 5 m and upto 10m Hieght
-
-
-
... More
Ch:- 1950 M
3.82
25585
6706.54
... More
Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
-
-
-
... More
Ch:- 1950 M
364089.6
229376
0.63
... More
Ch:- 3775 M
455112
291271
0.64
... More
Ch:- 6656 M
546134.4
344064
0.63
... More
Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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.
-
-
-
... More
Ch:- 1950 M
58
6479
111.71
... More
Ch:- 3775 M
26
2904
111.71
... More
Ch:- 6656 M
46
5138
111.71
... More
Supplying, fitting and placing TMT Bar reinforcement in substructure complete as per Drawing and Technical Specification.
-
-
-
... More
Ch:- 1950 M
34.04
2047417
60145.62
... More
Ch:- 3775 M
37.8
2273384
60145.62
... More
Ch:- 6656 M
46.55
2799538
60145.62
... More
Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
-
-
-
... More
Ch:- 1950 M
113.54
96205
847.36
... More
Ch:- 3775 M
66.33
56207
847.36
... More
Ch:- 6656 M
92.39
78290
847.36
... More
Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
-
-
-
... More
Ch:- 1950 M
60.03
118052
1966.56
... More
Ch:- 3775 M
35.07
68973
1966.56
... More
Ch:- 6656 M
48.85
96070
1966.56
... More
Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Beyond 5 m and upto 10m Hieght (T Beam Slab)
-
-
-
... More
Ch:- 1950 M
246.72
1616270
6551.03
... More
Ch:- 3775 M
308.4
2186491
7089.79
... More
Ch:- 6656 M
370.08
2623789
7089.79
... More
Providing TMT Bar in all types of RCC work:-- Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications .
-
-
-
... More
Ch:- 1950 M
44.34
2707852
61064.69
... More
Ch:- 3775 M
55.43
3384815
61064.69
... More
Ch:- 6656 M
66.52
4061778
61064.69
... More
Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
-
-
-
... More
Ch:- 1950 M
42.66
455153
10669.32
... More
Ch:- 3775 M
52.34
558378
10669.32
... More
Ch:- 6656 M
62.01
661604
10669.32
... More
Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
-
-
-
... More
Ch:- 1950 M
153.28
363813
2373.52
... More
Ch:- 3775 M
187.68
445462
2373.52
... More
Ch:- 6656 M
222.08
527111
2373.52
... More
Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
-
-
-
... More
Ch:- 1950 M
24
24278
1011.6
... More
Ch:- 3775 M
30
30348
1011.6
... More
Ch:- 6656 M
36
36417
1011.6
... More
Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
-
-
-
... More
Ch:- 1950 M
5.99
26111
4362.89
... More
Ch:- 3775 M
5.99
26111
4362.89
... More
Ch:- 6656 M
5.99
26111
4362.89
... More
Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
-
-
-
... More
Ch:- 1950 M
11.97
78577
6564.51
... More
Ch:- 3775 M
11.97
78577
6564.51
... More
Ch:- 6656 M
11.97
78577
6564.51
... More
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.
-
-
-
... More
Ch:- 1950 M
34
300681
8843.56
... More
Ch:- 3775 M
40.8
360817
8843.56
... More
Ch:- 6656 M
47.6
420953
8843.56
... More
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
-
-
-
... More
Ch:- 1950 M
1000
68680
68.68
... More
Ch:- 3775 M
1000
68680
68.68
... More
Ch:- 6656 M
1000
68680
68.68
... More
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5( In Diversion)
-
-
-
... More
Ch:- 1950 M
2635.54
666975
253.07
... More
Ch:- 3775 M
866.37
219252
253.07
... More
Ch:- 6656 M
2217.89
561280
253.07
... More
Granular sub base Gr-III with close graded material as per MORTH CL. 401.
-
-
-
... More
Ch:- 1950 M
50.63
64380
1271.71
... More
Ch:- 3775 M
61.88
80975
1308.7
... More
Ch:- 6656 M
67.5
88337
1308.7
... More
Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
-
-
-
... More
Ch:- 1950 M
30
179917
5997.24
... More
Ch:- 3775 M
37.5
224896
5997.24
... More
Ch:- 6656 M
45
269875
5997.24
... More
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.
-
-
-
... More
Ch:- 1950 M
275.17
515426
1873.12
... More
Ch:- 3775 M
212.17
397419
1873.12
... More
Ch:- 6656 M
230.17
431136
1873.12
... More
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 & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
-
-
-
... More
Ch:- 1950 M
200.29
375167
1873.12
... More
Ch:- 3775 M
96.65
181044
1873.12
... More
Ch:- 6656 M
145.88
273248
1873.12
... More
Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5
-
-
-
... More
Ch:- 1950 M
100.15
204272
2039.77
... More
Ch:- 3775 M
48.33
98575
2039.77
... More
Ch:- 6656 M
72.94
148780
2039.77
... More
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.(Retaining wall)
-
-
-
... More
Ch:- 1950 M
483
104352
216.05
... More
Ch:- 3775 M
138
29814
216.05
... More
Ch:- 6656 M
448.5
96898
216.05
... More
Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
-
-
-
... More
Ch:- 1950 M
506.63
2283607
4507.49
... More
Ch:- 3775 M
144.75
652459
4507.49
... More
Ch:- 6656 M
470.44
2120494
4507.49
... More
Supplying, fitting and placing TMT Bar reinforcement in Foundation complete as per Drawing and Technical Specification.
-
-
-
... More
Ch:- 1950 M
5.44
326581
60033.43
... More
Ch:- 3775 M
1.55
93051
60033.43
... More
Ch:- 6656 M
5.05
303168
60033.43
... More
Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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.
-
-
-
... More
Ch:- 1950 M
94
10500
111.71
... More
Ch:- 3775 M
28
3127
111.71
... More
Ch:- 6656 M
88
9830
111.71
... More
Road Furniture of Road work
-
-
-
... More
Semi Reflective Traffic Signs - Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
8
12486
1560.85
... More
Direction and place indentification signs up to 0.9 sqm size board - (Semi-Reflective Traffic signs) - Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm belowground level as per approved drawing and Technical Specification Clause 1701
8
18610
2326.26
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
... More
5th Kilometre Stone (Precast) -
1
2543
2543.81
... More
Ordinary Kilometre Stone (Precast)
7
10703
1529.13
... More
200 m stone
28
11944
426.58
... More
Providing and Fixing 'Logo' of PMGSY / BHARAT NIRMAN PROJECT Project - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
19655
9827.99
... More
Providing and Fixing 'Logo' of PMGSY Project - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of Top plate will be welded to 1 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
5242
2621.26
... More
Providing and Fixing 'Logo' of Citizen's information Board - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. Steel plate will be welded horizontally with 2 nos. 75mm X 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 600mm X 600mm X 750mm, below ground level. The 2 nos steel plate will be welded vertically to 2 nos. 75mm X 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.01
2
8494
4247
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
48
19038
396.64
... More
Bridge Furniture
-
-
-
... More
Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
-
-
-
... More
Ch:- 1950 M
3000
1200
0.4
... More
Ch:- 3775 M
3000
1200
0.4
... More
Ch:- 6656 M
3000
1200
0.4
... More
Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
-
-
-
... More
Ch:- 1950 M
1
5000
5000
... More
Ch:- 3775 M
1
5000
5000
... More
Ch:- 6656 M
1
5000
5000
... More
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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
-
-
-
... More
Ch:- 1950 M
1.8
21263
11812.96
... More
Ch:- 3775 M
1.8
21263
11812.96
... More
Ch:- 6656 M
1.8
21263
11812.96
... More
Five year of maintenance of Bridge and Road
-
-
-
... More
1st Year Maintenance
-
-
-
... More
Road
1
306900
306900
... More
Ch:- 1950 M
1
16432
16432
... More
Ch:- 3775 M
1
15686
15686
... More
Ch:- 6656 M
1
19272
19272
... More
2nd Year Maintenance
-
-
-
... More
Road
1
361184
361184
... More
Ch:- 1950 M
1
24648
24648
... More
Ch:- 3775 M
1
23530
23530
... More
Ch:- 6656 M
1
28908
28908
... More
3rd Year Maintenance
-
-
-
... More
Road
1
460772
460772
... More
Ch:- 1950 M
1
32864
32864
... More
Ch:- 3775 M
1
31372
31372
... More
Ch:- 6656 M
1
38544
38544
... More
4th Year Maintenance
-
-
-
... More
Road
1
460557
460557
... More
Ch:- 1950 M
1
41080
41080
... More
Ch:- 3775 M
1
39215
39215
... More
Ch:- 6656 M
1
48180
48180
... More
5th Year Maintenance
-
-
-
... More
Road
1
567495
567495
... More
Ch:- 1950 M
1
49296
49296
... More
Ch:- 3775 M
1
47058
47058
... More
Ch:- 6656 M
1
57816
57816
Evaluation Notes How It Works ?
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