Jharkhand State Rural Road Development Authority Tender
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Jharkhand State Rural Road Development Authority - JSRRDA Tender
Eprocure
Opening Date8 Jan 2020
Closing Date13 Jan 2020
Tender Amount₹ 1,18,19,141
Costs
EMD
₹ 2,36,383Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEJHR_86963_5Bid Award Id
ViewTender No
PMGSY/JZO/E-Tender/3840Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3750
-
35.72
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11336.6
-
74.66
Construction of embankment with approved material obtained 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
-
-
49.41
Construction of subgrade and earthen shoulders with approved material 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 with lead upto 1000 m as per Technical Specification Clause 303.1.
1531.25
-
224.38
Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per Technical Specification Clause 302.3.2.
4110
-
109.05
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material (Moorum) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
2631.36
-
440.65
Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheeled 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.
724.31
-
2016.61
Water Bound Macadam Base WBM Grading 3 (By manual means) 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 wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
661.28
-
2079.16
Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
8817.09
-
46.73
Providing, laying and rolling of Open Graded Premix Carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing Coarse on a previously prepared base, 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 or Type B or Type C as per Technical Specification Clause 508.
-
-
157.2
Providing, laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
-
-
72.63
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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
15.94
Construction of un-reinforced, dowel jointed at expansion and 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), .. do ....
168.16
-
6004.53
Protection Work
-
-
-
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
-
-
-
Kilometer Stone (percast)
3
-
1755.24
200 m Stone(percast)
10
-
479.79
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm 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 × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2
6
-
1420.66
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
7
-
2159.19
Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
4
-
8216.7
Boundary Pillar cum FI Post : 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 at Sharp curves & high embankment.
127
-
397.25
Citizen Information Board as per specification & direction as per engineer incharge.
2
-
12487.83
H.P. CULVERT
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
153.19
-
159.28
Bedding for Pipe: Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
16.94
-
491.87
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
30
-
5138.8
Providing and laying boulder soling in foundation with stone boulders of minimum size & weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301.
18.6
-
1736.11
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
12.8
-
4320.6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
136.5
-
3405.23
Pointing with cement mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204
169
-
41.6625
Routine Maintenance after completion of construction work
-
-
-
For 1st Year
1
-
119336.97
For 2nd Year
1
-
159329.35
For 3rd Year
1
-
198950.2
For 4th Year
1
-
236264.06
For 5th Year
1
-
264761.73
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