Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 9,72,14,343
Costs
EMD
₹ 4,86,072Document Cost
₹ 17,700Tender Fee
₹ 500
Summary
Rd/sta/rai-(ii)-06-no-02 Work(2nd Call)
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
2024_MMGSY_1073910_4Bid Award Id
ViewTender No
MMGSY/Raigad/RD/18/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
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B)In area of thorny jungle
0.4
12957
32392.7
... More
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.
661.88
20266
30.62
... More
Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
59.04
12261
207.68
... More
Dismantling of Structures
(I) By Manual Means (B) Cement Concrete 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 m as per Technical Specification Clause 202.
1.5
1258
839.09
... More
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
4003
246544
61.59
... More
Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m 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
908.2
85670
94.33
... More
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
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
681.15
71793
105.4
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Excavation in Hard Rock (blasting prohibited)
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
227.05
93764
412.97
... More
Construction of Embankment with Material Obtained from Roadway Cutting /shoulder 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
3632.78
288370
79.38
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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 301.5
-
-
-
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For Lead Up To 5 KM
3699.21
1901245
513.96
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Construction of earthen shoulders with approved material (Granular material having CBR more than 7) 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 as per Technical Specification Clause 303.1.
-
-
-
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For Lead Up To 5 KM
1236.5
625767
506.08
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Construction of gravel/soil-aggregate 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 Specifications Clause 401 (II) For Grading II Material
330.47
686713
2077.99
... More
Water Bound Macadam Sub-base/base (using stone screening) WBM Grading 2 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.
550.8
1355045
2460.14
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per One Square Meter 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 as per Technical Specification Clause 508.
4284
650910
151.94
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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
4284
1000228
233.48
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Tack Coat i) Prepared bituminous surface Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
4284
53721
12.54
... 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 as per Technical Specification Clause 510 Type A Bitumen ( S- 65) 60/70- VG-30
4284
316716
73.93
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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
225
360
1.6
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
165
120879
732.6
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Reinforced cement concrete M15 grade Kilometer 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
-
-
-
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Ordinary Kilometer stone (precast)
3
8342
2780.88
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200 m stone ( precast )
8
4612
576.58
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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
164
107916
658.03
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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
98.82
15620
158.07
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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
2
32471
16235.7
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Providing and Fixing Citizen Information Board
Providing and fixing of typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate tk. and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with redy mixed synthetic enamel paint of superiar quality in required shade and colours as mentioned in detailed drawing .All sections of framed postsand steel tube shall be paintedwith primer and two coat of epoxy paint as per drawing
3
78764
26254.8
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Traffic Signs Semi Reflective Traffic Signs Direction and Place Identification signs upto 0.9 One Square Meter size board 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
2.7
10257
3799
... More
Traffic Signs
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
-
-
-
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600 MM Equilateral Triangle
20
51752
2587.64
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supplying and fixing of moulded shank raised pavement markars / cat eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordence to ASTM D 4280 type H and complying specification of category A of Morth circular No RW/NH/33023/10-97 DO III DT 11.06.1997
330
132858
402.6
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Metal Beam Crash Barrier -- Type - B, THRIE.Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)
200
1080640
5403.2
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Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding 25mm,cement content not to be less then 150kg/cum,optimum moisture content to be determined during trial length construction , concrete strength not to be less then 10 Mpa at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-grade Surface if required etc.complete
93.75
416940
4447.36
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CC Pavement Cement Concrete Pavement. 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.using curing compoun ( where specified ) and water finishing to lines and grade as per drawing and Tchnical Specification Clauses 1501
140.63
1213905
8631.91
... More
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.
-
-
-
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2 Ordinary Rock
25.99
13420
516.36
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3 Hard Rock (requiring blasing)
103.96
95522
918.84
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
37.5
19268
513.82
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
11.25
5394
479.52
... More
P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
61.34
367770
5995.6
... More
P.C.C grade M 15 Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 15) Nominal mix 1:2.5:5
740.54
4734242
6392.96
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm Dia 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.
45
135283
3006.3
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 600 MM DIA.
25
131780
5271.2
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Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 1000 MM DIA.
67.5
524892
7776.18
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing.
188
37487
199.4
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B) Kamthe to chandale to dhangarwadi road Tal-Poladpur
-
-
-
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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.
-
-
-
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A)In area of non-thorny jungle
0.36
14356
39879.53
... More
B)In area of thorny jungle
0.55
17815
32392.7
... More
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.
2900.63
88817
30.62
... More
Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
70.85
14714
207.68
... More
Dismantling of Structures
(I) By Manual Means (B) Cement Concrete 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 m as per Technical Specification Clause 202.
1.8
1485
825.52
... More
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
38343.94
2361603
61.59
... More
Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m 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
14784.75
1394645
94.33
... More
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
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
18480.94
1947891
105.4
... More
Excavation in Hard Rock (blasting prohibited)
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
3696.19
1526415
412.97
... More
Construction of Embankment with Material Obtained from Roadway Cutting /shoulder 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
51746.63
4107647
79.38
... 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 301.5
-
-
-
... More
For Lead Up To 5 KM
1196.94
522978
436.93
... More
Construction of earthen shoulders with approved material (Granular material having CBR more than 7) 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 as per Technical Specification Clause 303.1.
-
-
-
... More
For Lead Up To 5 KM
2354.63
1011407
429.54
... More
Construction of gravel/soil-aggregate 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 Specifications Clause 401 (II) For Grading II Material
1197.12
2698069
2253.8
... More
Water Bound Macadam Sub-base/base (using stone screening) WBM Grading 2 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.
522.12
1398206
2677.94
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per One Square Meter 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 as per Technical Specification Clause 508.Using waste plastic.
6961.5
1086411
156.06
... 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 as per Technical Specification Clause 506
6961.5
1636579
235.09
... More
Tack Coat i) Prepared bituminous surface Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
6961.5
87506
12.57
... 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 as per Technical Specification Clause 510 Type A Bitumen ( S- 65) 60/70- VG-30
6961.5
524688
75.37
... More
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
400
640
1.6
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
455
333333
732.6
... More
Reinforced cement concrete M15 grade Kilometer 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
Ordinary Kilometer stone (precast)
2
5561
2780.88
... More
200 m stone ( precast )
10
5765
576.58
... 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
226
148714
658.03
... More
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
175.68
27769
158.07
... More
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
2
32471
16235.7
... More
Providing and Fixing Citizen Information Board
Providing and fixing of typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate tk. and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with redy mixed synthetic enamel paint of superiar quality in required shade and colours as mentioned in detailed drawing .All sections of framed postsand steel tube shall be paintedwith primer and two coat of epoxy paint as per drawing
3
48707
16235.7
... More
Traffic Signs Semi Reflective Traffic Signs Direction and Place Identification signs upto 0.9 One Square Meter size board 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
2.7
10257
3799
... More
Traffic Signs
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
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-
-
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600 MM Equilateral Triangle
24
62103
2587.64
... More
Metal Beam Crash Barrier -- Type - B, THRIE.Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)
640
3458048
5403.2
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Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.
-
-
-
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2 Ordinary Rock
46.21
23861
516.36
... More
3 Hard Rock (requiring blasing)
184.83
169829
918.84
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
45
23121
513.82
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
13.5
6473
479.52
... More
P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
102.03
635845
6231.95
... More
P.C.C grade M 15 Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 15) Nominal mix 1:2.5:5
1220.4
8065635
6609.01
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm Dia 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.
60
180378
3006.3
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 600 MM DIA.
25
131780
5271.2
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Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 1000 MM DIA.
120
933141
7776.18
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing.
300
59820
199.4
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C)Vinhere SH 172 to paradulekond, dakshintok road-Tal-Mahad
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-
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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.
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-
-
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A)In area of non-thorny jungle
0.8
31903
39879.53
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B)In area of thorny jungle
1.2
38871
32392.7
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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.
730
10176
13.94
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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.
4477.8
137110
30.62
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Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
188.93
39236
207.68
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Dismantling of Structures
(I) By Manual Means (B) Cement Concrete 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 m as per Technical Specification Clause 202.
4.8
4027
839.09
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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
49146.82
3026952
61.59
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Excavation in Ordinary Rock Hydraulic Excavator and Tippers with disposal upto 1000 m 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
14721.83
1388710
94.33
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Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m
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
8833.1
931008
105.4
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Excavation in Hard Rock (blasting prohibited)
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
2208.28
911953
412.97
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Construction of Embankment with Material Obtained from Roadway Cutting /shoulder 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
53182.63
4221637
79.38
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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 301.5
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-
-
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For Lead Up To 5 KM
5834.96
2482308
425.42
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Construction of earthen shoulders with approved material (Granular material having CBR more than 7) 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 as per Technical Specification Clause 303.1.
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-
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For Lead Up To 5 KM
4812.87
2009565
417.54
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Construction of gravel/soil-aggregate 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 Specifications Clause 401 (II) For Grading II Material
2160.64
4815375
2228.68
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Water Bound Macadam Sub-base/base (using stone screening) WBM Grading 2 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.
1274.76
3373014
2646
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per One Square Meter 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 as per Technical Specification Clause 508.
14932.8
2317570
155.2
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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
14932.8
3630313
243.11
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Tack Coat i) Prepared bituminous surface Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
14932.8
186958
12.52
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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 as per Technical Specification Clause 510 Type A Bitumen ( S- 65) 60/70- VG-30
14932.8
1119362
74.96
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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
650
1040
1.6
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
600
439560
732.6
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Reinforced cement concrete M15 grade Kilometer 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
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-
-
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Ordinary Kilometer stone (precast)
6
16685
2780.88
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200 m stone ( precast )
22
12684
576.58
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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
500
329015
658.03
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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
285.48
45125
158.07
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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
2
32471
16235.7
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Providing and Fixing Citizen Information Board
Providing and fixing of typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate tk. and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with redy mixed synthetic enamel paint of superiar quality in required shade and colours as mentioned in detailed drawing .All sections of framed postsand steel tube shall be paintedwith primer and two coat of epoxy paint as per drawing
3
48707
16235.7
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Traffic Signs Semi Reflective Traffic Signs Direction and Place Identification signs upto 0.9 One Square Meter size board 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
2.7
10257
3799
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Traffic Signs
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
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-
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600 MM Equilateral Triangle
15
38814
2587.64
... More
Metal Beam Crash Barrier -- Type - B, THRIE.Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)
400
2161280
5403.2
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Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding 25mm,cement content not to be less then 150kg/cum,optimum moisture content to be determined during trial length construction , concrete strength not to be less then 10 Mpa at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-grade Surface if required etc.complete
45
208430
4631.79
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CC Pavement Cement Concrete Pavement. 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.using curing compoun ( where specified ) and water finishing to lines and grade as per drawing and Tchnical Specification Clauses 1501
67.5
599739
8885.03
... More
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.
-
-
-
... More
2 Ordinary Rock
75.09
38773
516.36
... More
3 Hard Rock (requiring blasing)
300.35
275973
918.84
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
120
61658
513.82
... More
Removing all types of Hume pipes and Stacking with a lead of 1000 m including earthwork and Dismentaling of masonary work as per tech. specifications. Above 600 mm to 900 mm dia
36
17262
479.52
... More
P.C.C grade M 10 Nominal mix 1:3:6 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
110.51
685621
6204.16
... More
P.C.C grade M 15 Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 15) Nominal mix 1:2.5:5
1226.27
8074644
6584.72
... More
Providing and Laying Reinforced Cement Concrete Pipe NP2 600 mm Dia 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.
65
195409
3006.3
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 600 MM DIA.
20
105424
5271.2
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 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. 1000 MM DIA.
195
1516355
7776.18
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing.
225
44865
199.4
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