Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date
7 Feb 2019Closing Date
16 Feb 2019Tender Amount
₹ 6,33,88,629Costs
EMD
₹ 3,33,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Up gradation And Maintenance Of 1. Dhamani To Dhakani Road.
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
2019_MMGSY_412282_1Bid Award Id
ViewTender No
B-1/18/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
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Documents
BOQ Items
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
0.15
-
21042.600000000002
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
0.165
-
21042.600000000002
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(B) In area of thorny jungle
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
0.375
-
22326.5
B) SH 141 to Palshi (LR-188,ODR-114 )
0.375
-
22326.5
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
0.15
-
22326.5
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
0.165
-
22326.5
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
23.1
-
407.90000000000003
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
15
-
390.25
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. 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
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
1127.52
-
60.900000000000006
B) SH 141 to Palshi (LR-188,ODR-114 )
586.85
-
60.900000000000006
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
676.85
-
60.900000000000006
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
3983.09
-
60.900000000000006
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
62.64
-
97.5
B) SH 141 to Palshi (LR-188,ODR-114 )
32.6
-
97.5
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
37.6
-
97.5
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
221.28
-
97.5
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
6.26
-
196.35000000000002
B) SH 141 to Palshi (LR-188,ODR-114 )
3.26
-
167.8
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3.76
-
167.8
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
199.15
-
196.35000000000002
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
56.38
-
416.45000000000005
B) SH 141 to Palshi (LR-188,ODR-114 )
29.34
-
387.90000000000003
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
33.84
-
387.90000000000003
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
22.13
-
416.45000000000005
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
-
-
-
B) SH 141 to Palshi (LR-188,ODR-114 )
9375
-
12.05
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
412.5
-
12.05
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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
665.13
-
57.75
B) SH 141 to Palshi (LR-188,ODR-114 )
395.09
-
57.75
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
564.08
-
57.75
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
3505.66
-
57.75
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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, lead beyond 1 km
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
285.05
-
229.25
B) SH 141 to Palshi (LR-188,ODR-114 )
169.33
-
229.25
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
2847.6700000000005
-
464.85
B) SH 141 to Palshi (LR-188,ODR-114 )
822.73
-
464.85
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
623.07
-
464.85
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
1562.1399999999999
-
464.85
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii)For Grading II Material
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
617.19
-
1561.15
B) SH 141 to Palshi (LR-188,ODR-114 )
1235.17
-
1561.15
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
520.91
-
1708
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
2277.7799999999997
-
1708
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 static roller in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (A)By Manual Means
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
533.2099999999999
-
1804.5
B) SH 141 to Palshi (LR-188,ODR-114 )
634.25
-
1804.5
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
264.55
-
1951.3500000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
1602.1699999999998
-
1951.3500000000001
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. (A)By Manual Means
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
765.46
-
2061.9
B) SH 141 to Palshi (LR-188,ODR-114 )
751.36
-
2061.9
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
246.01
-
2250.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
1528.71
-
2250.9
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
1
-
60.900000000000006
B) SH 141 to Palshi (LR-188,ODR-114 )
1
-
60.900000000000006
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
1
-
60.900000000000006
Construction of subgrade and earthen shoulders with approved material obtained from roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead more than 1000 m as per Technical Specification Clause 303.1.
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
719.21
-
229.25
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
2399.78
-
476.25
B) SH 141 to Palshi (LR-188,ODR-114 )
3182.14
-
476.25
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
1188.9
-
476.25
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
6472.91
-
476.25
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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
9790.1
-
10.8
B) SH 141 to Palshi (LR-188,ODR-114 )
9858.97
-
10.8
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3228.24
-
10.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
20746.32
-
10.8
Modified Penetration Macadam 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 as per Technical Specification Clause 506. (A)50 mm thick Bitumen VG-30
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
9790.1
-
172.10000000000002
B) SH 141 to Palshi (LR-188,ODR-114 )
9858.97
-
172.10000000000002
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3228.24
-
176.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
20787.57
-
179
20mm thick Open-Graded Premix Carpet using waste plastic with 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. (excluding seal coat) Case - II By Mechanical Means
(II) Bitumen (S-65) VG-30 using Waste Plastic
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
9790.1
-
120.9
B) SH 141 to Palshi (LR-188,ODR-114 )
9858.97
-
120.9
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3228.24
-
124.55000000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
20746.32
-
124.15
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 B)By Mechanical Means
Case - I : Type A (I) Bitumen (S-65) VG-30
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
9790.1
-
50.95
B) SH 141 to Palshi (LR-188,ODR-114 )
9858.97
-
50.95
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3228.24
-
52.300000000000004
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
20746.32
-
52
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,edges, 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet)
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
110.25
-
7032
5 th Kilometre Stone 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
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
1
-
3870.1000000000004
Kilometre Stone 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
ii) Kilometre Stone (precast)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
2
-
2274.6
B) SH 141 to Palshi (LR-188,ODR-114 )
2
-
2274.6
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
2
-
2274.6
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
5
-
2274.6
Kilometre Stone 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
iii) 200 m Stone
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
13
-
684.1
B) SH 141 to Palshi (LR-188,ODR-114 )
13
-
684.1
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
7
-
684.1
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
25
-
684.1
Boundary Pillar:-
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
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
107
-
602.4
B) SH 141 to Palshi (LR-188,ODR-114 )
90
-
602.4
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
41
-
602.4
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
201
-
602.4
Citizen/Maintenance Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm 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 per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
3
-
18513
B) SH 141 to Palshi (LR-188,ODR-114 )
3
-
18513
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
2
-
18513
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
3
-
18513
Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY 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 Note Printing and lettering for blank spaces on the lower plate will be written as required and paid seperately.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
1
-
20461.300000000003
B) SH 141 to Palshi (LR-188,ODR-114 )
1
-
20461.300000000003
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
1
-
20461.300000000003
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
1
-
20461.300000000003
Traffic Signs B 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
vi) 600 mm x 600 mm Square
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
1
-
3782.9
B) SH 141 to Palshi (LR-188,ODR-114 )
1
-
3782.9
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
1
-
3782.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
3
-
3782.9
Direction and place indentification signs up to 0.9 sqm size board B.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 below ground level as per approved drawing and Technical Specification Clause 1701
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
1.08
-
7984.150000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
1.08
-
7984.150000000001
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
1.08
-
7984.150000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
5.3999999999999995
-
7984.150000000001
Traffic Signs B 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
i) 600 mm equilateral triangle
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
6
-
2579.2000000000003
B) SH 141 to Palshi (LR-188,ODR-114 )
10
-
2579.2000000000003
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
6
-
2579.2000000000003
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
16
-
2579.2000000000003
Traffic Signs B 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
v) 600 mm x 450 mm rectangular
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
6
-
3254.3
B) SH 141 to Palshi (LR-188,ODR-114 )
6
-
3254.3
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
3
-
3254.3
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
5
-
3254.3
Providing and laying pitching on slope slaid over prepared filter media as per drawing and technical specifications Clause 1302
I) Stone/Boulder
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
23.630000000000003
-
1657.7
B) SH 141 to Palshi (LR-188,ODR-114 )
33.46
-
1657.7
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
23.630000000000003
-
1657.7
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
33.46
-
1730.5500000000002
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Soil
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
233.67
-
196.85000000000002
B) SH 141 to Palshi (LR-188,ODR-114 )
149.59
-
196.85000000000002
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
76.42999999999998
-
196.85000000000002
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
536.87
-
196.85000000000002
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II. Ordinary rock (not requiring blasting)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
50.94
-
555.9
B) SH 141 to Palshi (LR-188,ODR-114 )
52.279999999999994
-
555.9
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
22.939999999999998
-
555.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
146.64999999999998
-
555.9
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. III.Hard rock (requiring blasting)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
4.34
-
727.1500000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
4.34
-
727.1500000000001
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
4.34
-
727.1500000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
72.47000000000001
-
727.1500000000001
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. IV. Hard rock (blasting prohibited)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
10.01
-
685.95
B) SH 141 to Palshi (LR-188,ODR-114 )
17.35
-
685.95
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
4.34
-
685.95
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
44.629999999999995
-
685.95
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil)
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
20.54
-
1023.6
B) SH 141 to Palshi (LR-188,ODR-114 )
20.54
-
1023.6
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
13.700000000000001
-
1023.6
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
17.41
-
1096.4
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
II) P.C.C grade M 10
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
21.12
-
5492.450000000001
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
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
56.25
-
1664.41
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 I) P.C.C grade M 10 (i)Nominal mix 1:3:6
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
54.94
-
5155.950000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
39.62
-
5163.25
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
20.46
-
5269
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
255.14999999999995
-
5637.45
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.
(B) 1000 mm dia.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
47.5
-
7099.700000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
62.5
-
7099.700000000001
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
32.5
-
7099.700000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
200
-
7099.700000000001
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.
(D) 600 mm dia.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
7.5
-
3342.9500000000003
B) SH 141 to Palshi (LR-188,ODR-114 )
22.5
-
3342.9500000000003
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
15
-
3342.9500000000003
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
7.5
-
3342.9500000000003
Providing and laying reinforced cement concrete pipe NP2 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 Clause 1106.
(D) 600 mm dia.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
25
-
1801.8500000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
25
-
1801.8500000000001
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
10
-
1801.8500000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
30
-
1801.8500000000001
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
I) P.C.C grade M 15
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
263.94
-
5498.650000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
248.17999999999998
-
5505.05
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
131.7
-
5591.900000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
786.5799999999999
-
5959.95
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 IV) R.C.C grade M 20
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
20.79
-
5846.700000000001
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
61.370000000000005
-
7580.45
Supplying,fitting and placing TMT barrein forcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
0.79
-
60909.79
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
3.38
-
62722.25
I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
b) P.V.C. pipe 100 mm dia.
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
75
-
222.9
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
15
-
222.9
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
45
-
2016.3500000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
9
-
2162
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
171.63
-
134.15
B) SH 141 to Palshi (LR-188,ODR-114 )
270.12
-
134.15
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
135.06
-
134.15
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
249.96999999999997
-
134.15
Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
ii) English and Roman
-
-
-
A) Dhamani to Dhhakani (LR-232,ODR-114 )
64
-
0.7000000000000001
B) SH 141 to Palshi (LR-188,ODR-114 )
64
-
0.7000000000000001
C) MDR 49 to Kisal Pol wasti (LR-12,ODR-106 )
32
-
0.7000000000000001
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
96
-
0.7000000000000001
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3Loosening, Leveling 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.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 301.5Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 laying cement concrete pipe of NP3 class of required diameter in proper line, level and slope including ,fixing collars in cement mortar 1:2 etc. complete.
-
-
-
D) Palshi to Ranjani Phata ( LR-181, VR- 114)
100
-
813
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