Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 10,75,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJHR_131447_1Bid Award Id
ViewTender No
NIT 211 GIRIDIHTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
Pile diameter-1200 mm
616
-
9264.74
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC M-30 grade
393.82
-
5755.35
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap.
24.3
-
5264.02
Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV)
500
-
5300
Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
59.45
-
94113.28
Confirmatory boring through core drilling of BX (41mm to 59mm) complete as per Drawing and Technical Specifications.
140
-
2200
SUB-STRUCTURE
-
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular Material)
839.97
-
749.61
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
76.56
-
3275.79
Providing RCC Mechanically mixed concrete in abutment, pier, wing wall, return wall, curtain wall, toe wall with graded stone aggregate 20 mm nominal size and clean coarse sand of FM-2 all complete job as per design
RCC M-30
675.14
-
6817.42
Providing weep holes in Brick masonry/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.
150
-
115.83
Supplying, fitting, and placing TMT bar reinforcement in sbstructure complete as per drawing and technical specifications Clauses 1000 and 1202
20.46
-
94286.16
SUPER-STRUCTURE
-
-
-
Providing RCC M-25 Mechanically mixed concrete in deck slab and girder with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 all complete job as per design
367.2
-
7389.18
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
59.63
-
14241.19
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
8.87
-
5264.02
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
-
11986.94
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1000 and 1202
62.24
-
95716.79
Drainage spouts complete as per drawing and technical specifications Clause 1209
24
-
1207.51
Providing and laying of strip seal expansion joint as per drawing, and technical specifications Clause 1207.2.4
59.15
-
5025.42
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
825600
-
0.84
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
240
-
4621.28
Providing painting of hand rail with ready mixed paint of approved colour and texture as per specification and direction of E/I.
481.18
-
98.19
APPROACH ROAD
-
-
-
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 Clause 301.4
1568.23
-
280.92
Construction of embankment with approved material obtained from roadway cutting 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 Clause 301.5
56.25
-
42.32
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300
-
2885.57
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clausec 1204.3.8
150
-
3389.54
onstruction of granular sub-base by providing well graded material, (Grading I) spreading in uniform layers with motor grader / Tractor mount 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 Specification Clause 401
148.05
-
2570.14
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406
208.13
-
2989.2
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502
1387.5
-
52.82
Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502
27.75
-
17.81
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
69.38
-
8964.08
Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent 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. 508 complete in all respects.
41.63
-
11432.35
MISCELLANIOUS
-
-
-
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.
220
-
584.3
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
1813.22
Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701
3
-
2618.99
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
40
-
272.82
Providing and fixing of typical 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
1
-
12461.04
Five Year Routine Maintenance -
-
-
-
1st Year
1
-
403673.1
2nd Year
1
-
417786.81
3rd Year
1
-
578133.73
4th Year
1
-
794657.72
5th Year
1
-
794657.72
GST @ 18%
1
-
18
Labour Cess @ 1%
1
-
1
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