Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Eprocure
Opening Date15 Sep 2018
Closing Date3 Oct 2018
Tender Amount₹ 2,76,53,000
Costs
EMD
₹ 5,53,060Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DLB_126865_2Bid Award Id
ViewTender No
NIT No. 08 /2018-19 Nagar Parishad PratapgarhTender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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Documents
BOQ Items
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.
2.7
151618
56155
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. As per calculation Sheets, In all type of soil
9657.13
1400283
145
Construction of embankment with approved material obtained fromborrow pit with all lifts and leads, transporting to site, spreading,
grading to required slope and compacting by vibratory roller 8-10tonne to meet requirement of table 300-2 including cost ofcompensation for earth taken from private land complete as perMoRT&H specification clause 305. (Lead taken upto 5 km)
25019.87
4078238
163
PART "B" GSB & WBM & HARD SHOULDER WORK
-
-
-
Providing, laying, spreading and compacting of granular sub-base byproviding close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete as
per MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.
3562.5
3452062
969
Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising of
graded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion
1637.25
2226660
1360
PART "C" B.T. WORKS
-
-
-
Providing and applying primer coat over prepared surface ofgranular base with bitumen emulsion as per IS : 8887 and approvedquality @ 0.6 kg/sqm with the help of spray set fitted on bitumenContainer (boiler) after cleaning the surface including removing ofbinding material and other foreign matter with wire brushes andsmall picks, sweeping with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion.
11162.5
223250
20
Providing and applying tack coat on the prepared surface withbitumen emulsion as per IS: 8887 and approved quality @ 0.2
kg/sqm with the help of spray set fitted on bitumen Container (boiler)after cleaning the surface with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion.
11162.5
78137
7
Providing and laying bituminous macadam in 50/75 mm compactedthickness on prepared surface with specified graded crushed stone
aggregates as per Table 500-4, Grading-II for base/ binding course,loading of aggregate with F.E. loader, heating and mixing of stone
aggregate and bitumen in computerised hot mix plant, transported tosite by tippers to paver, laid over a previously prepared surface withpaver finisher fitted with electronic sensing device to the requiredgrade, level and alignment and rolling with power roller and vibratorycompactor as per clauses 501.6 and 501.7 to achieve the desiredcompaction complete as per clause 504 of MoRT&H specificationand including all material, labour, machinery, lighting, guarding andmaintenance of diversion but excluding cost of primer/ tack coat.With Bitumen VG-grade 30 @ 3.4% (percentage by weight of total
mix)
558.13
2701325
4840
Seal Coat. Providing and laying seal coatsealing the voids in a bituminous surface laid to the specified levels, grade and cross all using Type C as per Technical Specification Clause 510 : By mechanical means : (Binder 6.5Kg/ 10 sqm aggregate 0.09 cum/10 sqm)
279.06
1900415
6810
PART "D" ROAD FURNITURE
-
-
-
Providing and fixing in position precast Reinforced Cement ConcreteM15 grade Kilometre stone of standard IRC design, includingpainting and printing letters etc. as per clause 804 of MoRT&HSpecification including all material, labour, machinery.
-
-
-
Ordinary Kilometer Stone (Precast)
2
3480
1740
200m stone (size Precast)
10
4900
490
Providing and erecting direction and place identifications retroreflctrorised
sign as per IRC:67 made of high intensity gradesheeting vide clause 807.3, fixed over aluminium sheeting 2 mmthick supported on mild steel angle iron post 75 x 75 x 6 mm firmlyfixed to ground by means of properly designed foundation with M15grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
Identification sign board of size upto 0.90 sqm
1.35
3577
2650
Identification sign board of size above 0.90 sqm
2.16
10411
4820
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 equilateral & triangle
3
5529
1843
Add extra for providing and fixing definition plate 1.5mm thick of MS sheet size 0.60x0.40m on cautionary, mandatory and informatory sign board as per IRC 67, stove enameled painted, lettering and figring complete in all respect as per specification.
3
600
200
Supplying & Fixing of Shevron sign of size 600x450 mm made out of 2 mm thick aluminum sheet face to be fully covered by yellow high-intensity grade of retro reflective sheeting with black arrow duly screen printed, thei plate is fixed on angle iron frame made out of 40x40x5mm with help of stainless steel nut bolts / aluminium rivet, this plate is having fixing provision on M.S. angle iron post 65x65x6mm 3.5 Mtr long complete in all .respect as per MORTH specifications for road and bridge works (2001) Section 800.
30
136800
4560
Providing and laying marking of center line and stop line etc with hotthermoplastic compound 2.5 mm thick on road/ plain surface,including reflectorising glass beads @ 250 gms per sqm area withspecial applicator machine, as per IRC:35 including cleaning thesurface of all dirt, dust and other foreign matter, demarcation at siteand traffic control involved. The finished surface to be level, uniformand free from streaks and holes as per clause 803 of MoRT&HSpecification including all material, labour, machinery, lighting,guarding and maintenance of diversion
1000
382000
382
Part "E" Protection Work
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
-
-
-
Protection / Retaining wall
690
80040
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
-
-
-
Protection / Retaining wall
86.25
351900
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
-
-
-
Protection / Retaining wall
630
2173500
3450
Providing PCC M-20 architectural coping in 7.5cm thickness on the top of wing wall, return wall etc. complete as per drawing and technical specification clause 615, 710 and 1204.3.12
-
-
-
Protection / Retaining wall
200
140200
701
Pointing with cement mortar (1:3) on stonework as per drawing and technical specification Clauses 613.3 and 1204.
-
-
-
Protection / Retaining wall
500
41000
82
Part "F" Syphon
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
10.26
1190
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
6.34
25869
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
34.79
120018
3450
Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends andfixing collar with cement mortar 1:2 complete as per clause 1000 &2900 of MoRT&H specification including all material, labour formwork, machinery.300 mm internal diameter
45
46800
1040
Providing PCC M-20 architectural coping in 7.5cm thickness on the top of wing wall, return wall etc. complete as per drawing and technical specification clause 615, 710 and 1204.3.12
9.6
6729
701
Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc.20 mm plaster on stone work
24
4512
188
Part "G" C.D. Works
-
-
-
One ROW 1000mm dia
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
91.9
10660
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
15.72
64157
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
93.52
322644
3450
Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends and
fixing collar with cement mortar 1:2 complete as per clause 1000 &2900 of MoRT&H specification including all material, labour formwork, machinery.1000 mm internal diameter
50
328500
6570
Providing PCC M-20 architectural coping in 7.5cm thickness on the top of wing wall, return wall etc. complete as per drawing and technical specification clause 615, 710 and 1204.3.12
19.68
13795
701
Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc.20 mm plaster on stone work
98.32
18484
188
TWO ROW 1000mm Dia
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
109.92
12750
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
19.02
77601
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
120.45
415563
3450
Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends and
fixing collar with cement mortar 1:2 complete as per clause 1000 &2900 of MoRT&H specification including all material, labour formwork, machinery.1000 mm internal diameter
75
492750
6570
Providing PCC M-20 architectural coping in 7.5cm thickness on the top of wing wall, return wall etc. complete as per drawing and technical specification clause 615, 710 and 1204.3.12
18.91
13257
701
Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc.20 mm plaster on stone work
94.14
17697
188
Vented Causeway 10 ROW 1000mm Dia
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
203.28
23580
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
127.72
521096
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
165.65
571494
3450
Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends and
fixing collar with cement mortar 1:2 complete as per clause 1000 &2900 of MoRT&H specification including all material, labour formwork, machinery.1000 mm internal diameter
125
821250
6570
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding
material, labour, machinery PCC Grade M -20
70
318500
4550
Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc.20 mm plaster on stone work
86.59
16278
188
Vented Causeway 16 ROW 1000mm Dia
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping stationwith mechanical means including dressing of sides and ramming ofbottoms, including getting out the excavated material, disposal ofexcavated material lead upto 1000m at suitable site as per as perdrawing and as per direction of Engineer. (Measurements forpayment to be done as per standard drawings).In all type of soil Upto 3.0 m depth
327.51
37990
116
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -15
215.7
880045
4080
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
285.51
985008
3450
Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts including jointing ends and
fixing collar with cement mortar 1:2 complete as per clause 1000 &2900 of MoRT&H specification including all material, labour formwork, machinery.1000 mm internal diameter
200
1314000
6570
Providing, laying and compacting plain/ reinforced cement concreteof specified grade in foundation/ leveling course/ pile cap using
concrete mixer and vibrater complete including cost of form work, asper drawing and technical specifications and as per clause 1100,1500,1700,2100 of MoRT&H specification including all scaffolding
material, labour, machinery PCC Grade M -20
120
546000
4550
Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc.20 mm plaster on stone work
150.24
28244
188
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