Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date8 May 2018
Closing Date17 May 2018
Tender Amount₹ 8,94,670
Costs
EMD
₹ 8,947Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEMAH_62494_1Bid Award Id
ViewTender No
No.03/SE-PMGSY/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Grannular Sub-base by providing coarse 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 roller to achieve the desired density, complete as per clause 401 (Grading-I) as per MoRTH specification & direction of E/I
566.7
1020003
1799.9
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRTH specification & direction of E/I.
329.63
661478
2006.73
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1296
38517
29.72
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
2520
25804
10.24
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. for Grading - II (19 mm nominal size)
75.6
538691
7125.55
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects with Bulk VG30 Bitumen.
37.8
297554
7871.8
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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.)
54
28033
519.14
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
2
23098
11549.35
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
50
30805
616.1
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material all complete job as design/drawing and technical specification and MoRTH specification and other relevant clauses & direction of E/I Ordinary soil ( Upto 3m depth)
535.06
34045
63.63
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material all complete job as design/drawing and technical specification and MoRTH specification and other relevant clauses & direction of E/I Soft Rock
292.83
23660
80.8
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material all complete job as design/drawing and technical specification and MoRTH specification and other relevant clauses & direction of E/I Hard Rock(Prohibited Blasting)
54.66
22137
405.01
Plain/Reinforced cement concreteof PCCM15 Levelling course in open foundation complete as per drawing and technical specifications
32.81
163701
4989.38
Back filling behind abutment, wing wall and return wall with granular material complete as per drawing and Technical Specification of MoRTH & direction of E/I.
656.98
511104
777.96
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
91.92
178822
1945.41
Providing PCC grade M15 mechanically mixed concrete in below approach slab as levelling course, bed block and Foot path with graded stone aggregate40 to10 mm nominal size and clean coarse sand of FM 2 and above well screened, free from all dirt, dust shellsand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing position, vibrating, hire and running charges of concrete mixer and needle vibrator, curring cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinary, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light , barrier, danger signals choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design /drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (Excluding cost of reinforcement and its cutting, bending, binding etc.). RCC M35
11.97
57824
4830.81
Providing PCC/RCC grade M30 mechanically mixed concrete in abutment,pier,wing wall return wall curtain wall toi wall, girder, bed block and Foot path with graded stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above well screened, free from all dirt, dust shellsand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing position, vibrating, hire and running charges of concrete mixer and needle vibrator, curring cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinary, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light , barrier, danger signals choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design /drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (Excluding cost of reinforcement and its cutting, bending, binding etc.). RCC M30
395.64
2498731
6315.67
Reinforced cement concrete M-30 in open foundation with stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above well screened, free from all dirt, dust shellsand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, hire and running charges of concrete mixer and needle vibrator, curring cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinary, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light , barrier, danger signals choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design /drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (Excluding cost of reinforcement and its cutting, bending, binding etc.): RCC M30
296.83
1779344
5994.49
Providing Weep holes in Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications of MoRTH & direction of E/I.
202
26724
132.3
Providing PCC/RCC grade M30 mechanically mixed concrete in Deck slab l, girder, bed block and Foot path with graded stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above well screened, free from all dirt, dust shellsand other deleterious materials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing position, vibrating, hire and running charges of concrete mixer and needle vibrator, curring cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinary, depreciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light , barrier, danger signals choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design /drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (Excluding cost of reinforcement and its cutting, bending, binding etc.). RCC M30
457.8
3128513
6833.8
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
136.6
221404
1620.82
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
58.7
589876
10049
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
23.94
206928
8643.63
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications of MoRTH & direction of E/I.
12.85
729626
56780.29
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications of MoRTH & direction of E/I.
42.82
2437084
56914.62
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications of MoRTH & direction of E/I.
79.41
4611584
58073.09
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
327.97
550510
1678.54
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
164
350932
2139.83
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
48
424830
8850.63
Drainage Spouts complete as per drawing and Technical specification
18
15980
887.79
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
460800
336384
0.73
Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing , maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I
80
176000
2200
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