Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date10 Dec 2018
Closing Date26 Dec 2018
Tender Amount₹ 2,39,52,859
Costs
EMD
₹ 1,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MMGSY_382819_1Bid Award Id
ViewTender No
EE/PARBHANI/MMGSY/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
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Documents
BOQ Items
Earth work for Embankment-Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density. Clause No. 301.5 Table 301.1,301.2.Directed by Engineer In-charge etc complete.
7383.6
360689
48.85
Construction of Sub grade earthen shoulder and selected hard Moorom with approved materials from borrow pits with all lifts and leads, transportation to site spreading grading to required slope watering and compaction to meet requirement with lead upto 1000 m.Clause No.303.Directed by Engineer In-charge etc complete.
5375.66
1768323
328.95
Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.Clause No. 401.Directed by Engineer In-charge etc complete.
1678.15
2661109
1585.74
G II WBM Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.Clause No. 405
Table. No. 400.7,400.8,400.9, 400.10.Directed by Engineer In-charge etc complete.
2238.89
4546349
2030.63
Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100sqm 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc.Clause 506,504.2.2
Table No.
500.,500.7,500.8.Directed by Engineer In-charge etc complete.
14727.45
2592620
176.04
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet. Clause No. 503.Directed by Engineer In-charge etc complete.
14727.45
153754
10.44
Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete. Clause No. 508 (Table 500.13).Directed by Engineer In-charge etc complete.
14727.45
1815305
123.26
Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 sqm spreading stone chips at rate 0.09 cum/10sqm, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge. Clause No.510 Table 500.16
14727.45
724590
49.2
Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over prepared sub base with 43 grade cement or only other type as per clause 150.2.2 M 30 grade coarse and fine aggregate conforming to IS 383 Maximum size of course 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 form work (Steel Chanel) laying and fixing of 125 micron thick polythene film on the surface, wedges steel plates including leveling the form work as per drawing spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including Provision of construction and expansion, construction Joint, applying deboing strips, prime near approaches to culvert and construction joint admixtures as approved curing of concrete slabs for 14 days using water finishing to lines and grade and camber as per drawing etc.Clause No. 1501.Directed by Engineer In-charge etc complete.
308
1932302
6273.71
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 . KM Stones precast. Directed by Engineer In-charge etc complete.
5
10729
2145.86
Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Directed by Engineer In-charge etc complete.
21
12858
612.3
Providing and Fizing 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 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450mm x 600 mm. 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. Directed by Engineer In-charge etc complete.
1
19329
19329.61
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 (I.NO-10.16). Directed by Engineer In-charge etc complete.
2
33660
16830
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 (900 mm Equi Triangulr board). Directed by Engineer In-charge etc complete.
8
27671
3458.92
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.As Directed by Engineer In-charge. 600mm equilatral
6
14553
2425.56
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 (600 mm Circular board). Directed by Engineer In-charge etc complete.
4
12415
3103.86
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.As Directed by Engineer In-charge. (800*600)rectangle
8
33183
4147.82
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 (600*450 mm rectangular board). Directed by Engineer In-charge etc complete.
4
12140
3035
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.As Directed by Engineer In-charge.
8
28095
3511.96
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
51.6
6231
120.76
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Directed by Engineer In-charge etc complete.
22.63
34510
1525.01
Construction of toe wall for protection of slopes as per drawing and technical specification Clause 1302.5 Random rubble masonary in case of stone pitching laid with cement morter (1:5)
30
147371
4912.37
Providing and fixing RCC ,1:2:4 Boundary Stones as per type design including painting, numbering,fixing in 150 mm X 150 mm X 900 mm size CC ,1:4:8 block complete.Clause NO. 1704. Directed by Engineer In-charge etc complete.
200
108300
541.5
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. (600 mm Diameter).Directed by Engineer In-charge etc complete.
75
134816
1797.55
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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. Directed by Engineer In-charge etc complete.
86.35
33160
384.03
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 as directed by Engineer in charge etc complet.
45
16960
376.89
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 side as directed by Engineer in charge etc complet.Clause No. 305.1
369.13
72666
196.86
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil
37.37
20057
536.72
Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil
57.6
24734
429.42
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.
258.7
1280728
4950.63
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete.
472.28
2361147
4999.47
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complet.
97.5
691665
7094
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 and technical specification Clauses 614, 709, 1204.3.7 etc Complete.Clause No. 614.1204.3.7. Directed by Engineer In-charge etc complete.
60
12588
209.8
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No. 13.5 3 Vent VC
41.34
306785
7421.92
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.58
26353
45675.12
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I.Rubber filling (For B.C. Area)
85.55
97216
1136.37
Printing New letters and Figures of any shade with synthetic enamel paint black or any other approved colur to give an even shade as per drawings and Technical Specication Clause 1701
80
56
0.71
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