Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2018
Closing Date7 Jan 2019
Tender Amount₹ 3,51,53,943
Costs
EMD
₹ 1,77,825Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MMGSY_392619_1Bid Award Id
ViewTender No
MMGSY_2018_19AUR_57Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
1.07
-
23643.7
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
0.42
-
23643.7
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
1.69
-
23643.7
... More
Scarifying the existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3900
-
13.26
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
3930
-
13.26
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
1125
-
13.26
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
300
-
13.26
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
2400
-
13.26
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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-
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i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
2106
-
60.78
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
2718
-
60.78
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
3702.6
-
60.78
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
1517.4
-
60.78
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
6974.12
-
60.78
... More
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
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-
-
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i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1178.16
-
59.26
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
609.69
-
59.26
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
1026.92
-
59.26
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
535.74
-
59.26
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
2883.18
-
59.26
... More
Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1045.19
-
315.38
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
408.78
-
315.38
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
96.52
-
315.38
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
30
-
315.38
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
2385.96
-
315.38
... More
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 300.20 with lead upto1000m
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
788.62
-
323.74
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
771.63
-
323.74
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
1236.08
-
323.74
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
512.09
-
323.74
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
4170.17
-
323.74
... More
Construction of granular sub - base by providing well graded Grading I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.
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-
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i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
656.77
-
1401.54
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v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
1415.7
-
1334.89
... More
Providing laying spreading and compacting stone aggregates of specific size to water bound macadam Grading II specification including spreading in uniform thickness, hand packing, rolling with 80-100 KN static roller in stages to proper grade and camber, applying and brooming, Stone screening too fill - up the interstices of course aggregates, watering and compacting to the required density
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
613.43
-
1794.09
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ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
728.38
-
1701.87
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
211.95
-
1715.05
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
119.5
-
1688.69
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
1451.43
-
1715.05
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80- 100 KN static roller to achieve the desired degree of compaction
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-
-
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i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3999.61
-
160.8
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4030.89
-
154.81
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
8867.78
-
155.49
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
3346.33
-
153.79
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
10096.28
-
155.67
... More
Providing, laying and rolling of open - graded premix carpet of 200 mm thickness composed of 13.2 mm to 5.60 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on 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 Type A
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-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3999.61
-
116.63
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ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4030.89
-
114.54
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
7591.28
-
114.69
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
2928.39
-
114.08
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
9976.28
-
114.84
... More
Providing and lying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3999.61
-
46.92
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4030.89
-
46.2
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
7591.28
-
46.2
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
2928.39
-
46.01
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
9976.28
-
46.3
... More
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 bituminus surface cleaned with Hydraulic broom as per Te3chnical Clause 503
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-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3999.61
-
8.43
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4030.89
-
8.43
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
7591.28
-
8.4
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
2928.39
-
8.4
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
9976.28
-
8.43
... More
Providing and laying stone piching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
10.35
-
1651.94
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
17.25
-
1560.47
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
17.25
-
1573.54
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
13.8
-
1547.42
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
17.25
-
1573.54
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
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-
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ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
160
-
6055.07
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iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
43.71
-
5978.19
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
80
-
5963.08
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
80
-
6102.26
... More
Earthwork in excavation for foundation of structures up to 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring & braching, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material by mechnical means.
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-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
234.89
-
196.86
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
326.09
-
196.86
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
404.19
-
196.86
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
341.95
-
196.86
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
188.51
-
196.86
... More
Providing concrete for M10 plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
52.44
-
4777.58
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
18.38
-
4721.65
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
76.07
-
4648.08
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
32.26
-
4763.55
... More
Plain/reinforced M 15 cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
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-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
207.4
-
5240.06
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
154.98
-
5185.35
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
117.37
-
5110.08
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
156.6
-
5093.97
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
47.46
-
5228.96
... More
Providing weepholes in Brick amsonry/ stone masonry/ plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC PIPE extending through the full width of the structure with slope of 1 (V) : 20 (H) toawards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
50
-
209.82
... More
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size 2500x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x 60x 75 cm size, information as provided in drawing of NRRDA shall be displayed on CR / GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. all lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. all sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as drawing.
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-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1
-
16830
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
1
-
16830
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
1
-
16830
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
1
-
16830
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
2
-
16830
... More
Providing and fixing typical MMGSY information sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back 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 75mm of 12SWG sheet tubes 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 12SWG steel plate tube. All MS will be stove enameled on both side. lettering and printing arrows, bordersetc. will lbe 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
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-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1
-
19329
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
2
-
19329
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
2
-
19329
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
1
-
19329
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
2
-
19329
... More
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 below ground level as per approved drawing and Technical Specification Clause 1701
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3.06
-
7338.58
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
2.61
-
7338.58
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
4.59
-
7338.58
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
3.06
-
7338.58
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
5.67
-
7338.58
... More
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
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-
-
... More
ii ) 600 mm equilateral Triangle
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3
-
2425.56
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4
-
2425.56
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
6
-
2425.56
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
3
-
2425.56
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
6
-
2425.56
... More
iii ) 600 mm Circular
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
3
-
3103.86
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4
-
3103.86
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
6
-
3103.86
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
3
-
3103.86
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
6
-
3103.86
... 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
ii ) Kilometre stone (precast)
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1
-
2145.86
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
1
-
2145.86
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
2
-
2145.86
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
1
-
2145.86
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
3
-
2145.86
... More
iii ) 200m stone
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
5
-
612.3
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
7
-
612.3
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
8
-
612.3
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
4
-
612.3
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
13
-
612.3
... More
Reinforced cement concrete M15 grade boundary pillar/local stone of standard design as per IRC:25 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
52
-
541.5
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
52
-
541.5
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
80
-
541.5
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
34
-
541.5
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
135
-
541.5
... More
Reinforced cement concrete M15 grade boundary pillar/local stone of standard design as per IRC:25 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
14.08
-
4997.7
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
10.38
-
4943.01
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
5.62
-
4867.74
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
9.04
-
4851.61
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
12.82
-
4986.6
... More
Providing and Laying Reinforced Cement Concrete pipe NP3 for culvert on frist class bedding of granular material in single rowincluding fixing coller with cement mortar but excluding excavation , protection work , back filling concrete and masonary works in head walls and parapets Clause 1106. 1000 mm dia
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
37.5
-
7093.98
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
15
-
7093.98
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
30
-
7093.98
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843 800 mm Dia
30
-
5690.98
... More
Providing and Laying Reinforced Cement Concrete pipe NP2 for culvert on frist class bedding of granular material in single rowincluding fixing coller with cement mortar but excluding excavation , protection work , back filling concrete and masonary works in head walls and parapets Clause 1106.600 mm Dia
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
40
-
1797.54
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
50
-
1797.54
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
50
-
1797.54
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
50
-
1797.54
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
50
-
1797.54
... More
Providing and fixing stream lined M15 grade RCC guard stone including mild steel bar reinforcement etc. complete.
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
60
-
686
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
30
-
686
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
80
-
686
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
60
-
686
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
-
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
120
-
1429.38
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
72
-
1429.38
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
22.5
-
6634.34
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
11.25
-
6548.92
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
37.62
-
6509.73
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
10.39
-
6641.45
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Substructure complete
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
1.125
-
45791.66
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
0.56
-
45773
... More
iii) SH. 51 to Dhanora L -27 Km. 0/00 to 2/150
2.05
-
45773
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
0.69
-
45909.88
... More
Painting with approved enamel paint in two coats including cleaning surface and lettering on masonry works with nalla flow direction, span number and location etc. complete.
-
-
-
... More
i) Dhanora to Kakdewadi L-56 km. 0/00 to 1/300
10
-
23
... More
ii) SH. 40 to Chinchwan L -21 Km. 0/00 to 1/710
4
-
23
... More
iv) SH. 51 to Modha Kh LR -28 Km. 0/00 to 0/843
8
-
23
... More
v) Ghatnandra to Charnerwadi L-20 Km. 0/00 to 3/385
8
-
23
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