Rural Works Department Tender
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Costs
EMD
₹ 1,02,826Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_137409_1Tender No
BR-30R-556Tender Authority
Rural Works Department ViewPurchaser Address
-
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BOQ Items
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.
802.47
243
195690.33
Box Cutting
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
6.3
95
603.92
Granular Sub-base with Well Graded Material (Table 400.1):-Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Course Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I Material
167.36
3353
561293.64
Water Bound Macadam with Stone screening(WBM Grading 3 ):-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 wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means
138.06
4887
674819.33
Prime Coat (Low Porosity):-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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502
5586.56
50
279998.39
Tack Coat -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
5586.56
17
96200.56
Mix Seal Surfacing(Waste Plastic)-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
5586.56
209
1171278.17
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.
295
801
236466.1
Kilometre Stone
-
-
-
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
-
-
-
(ii)Ordinary Kilometer Stone (Precast)
3
2760
8282.25
(iii)200 m stone (precast)
5
756
3784.5
Boundary Pillar:-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
14
640
8964.34
Retro-reflectorised Traffic Signs
-
-
-
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
-
-
-
600 mm equilateral triangle
2
4012
8025.16
600 mm x 450 mm rectangular
2
5282
10565.82
600 mm circular
2
5427
10855.54
18% GST on Total
1
595104
595104.6
1% Labour Cess
1
33061
33061.37
10 % Seigniorage Fee
1
76383
76383.74
1st Year Maintenance cost
1
86668
86668
2nd Year Maintenance cost
1
119107
119107
3rd Year Maintenance cost
1
188313
188313
4th Year Maintenance cost
1
258273
258273
5th Year Maintenance cost
1
294152
294152
18% GST on Total
1
170372
170372.34
1% Labour Cess
1
9465
9465.13
10 % Seigniorage Fee
1
4279
4279.82
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