Rural Works Department Tender
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Costs
EMD
₹ 2,98,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_67402_1Bid Award Id
ViewTender No
BR-16R-139Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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Setting Out Pillars - Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I
12
-
2056.37
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Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
1.71
-
46660.55
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Dismentaling of brick
405
-
252.48
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Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . C) Above 900 mm dia Hume Pipe
22.5
-
231.87
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Construction of embankment with material obtained from road way cutting. Construction of embankment with approved material deposited from road way 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
193.7
-
72.24
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5 .
12337.13
-
115.39
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Construction of Embankment with Material Obtained from Borrow Pits. - Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 .
3084.28
-
144.33
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Constrution of subgrade and Earthen shoulders with 5% Local sand mixed with Rotavator to achive minimum soaked CBR value of 5% - Construction of subgrade and earthen shoulders with approved material with 5% by volume of Local sand added to the soil 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
6933.12
-
141.25
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Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method ) For Grading II Material for Flexible Pavement and Rigid Pavement
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
1683.83
-
2246.12
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Granular Sub-base with Well Graded Material (Table 400.1) ( Reuse of brick ) For Grading II Material for Flexible Pavement and Rigid Pavement
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
283.33
-
295.91
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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.
747.94
-
3780.09
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Prime Coat (Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
8362.8
-
45.83
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Tack Coat - Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
8362.8
-
15.49
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Mix Seal Surfacing - 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
8362.8
-
202
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Panel Concrete Pavement - Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm
160.97
-
8134.98
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Brick soling
212.5
-
544.82
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Kilometre stone - Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. i) 5 Km stone
1
-
-
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ii) 200 m stone
2
-
2399.64
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iii) 200 m stone
12
-
654.43
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Traffic sign - Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2 . 900 mm equilateral & triangle , OR
4
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6135.68
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600 mm equilateral & triangle, OR
4
-
6038.08
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600 mm circular
2
-
6101.97
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800 x 600 mm Rectangular
2
-
6201.09
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Direction sign - Providing and erectig direction and place identification semi reflective sign board as per IRC:67 made of 2 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 70 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of 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 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
2
-
3276.88
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(I)Providing and Fixing 'Logo' of PMGSY Project . Providing and fixing of typical MMGSY 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
2
-
11167.9
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( III ) Providing & Fixing of LOGO of "Citizen Information Board" . Providing and fixing of typical Citizen's Information board with Logo as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
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10500
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( III ) Providing & Fixing of PMGSY LOGO Board . Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, duly welded with 5mm thick steel plate on back on edges. The four nos. steel plates will be welded horrizontally with two nos. 75 mm x 75 mm of 12 SWG sheet tube post duly embedded in cement concrete M-15 grade blocks of 600 x 600 x 750 mm , 750 mm below ground level . The two nos steel plates will be welded vertically to two nos 75 mm x 75 mm of 12 SWG sheet tube post duly welded to vertical tubes . All M.S. will be stoved enamelled on both sides . Lattering 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 dwg. clause 1701 & annexure 1700-1.
2
-
3276.88
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Upto 3 m depth
174.12
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186.82
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First Class Bedding below pipe - Laying (First Class) bedding M15 grade cement concrete on well compacted sand, moorum or approved granular material as per Clause 1105(ii)
10.83
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435.73
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PCC grade M 15 Providing concretefor plain / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203.
8.12
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5042.4
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Head wall in Brick Masonry in CM 1:4 Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202
79.53
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6494
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Providing and laying RCC pipe NP 3 (1000 mm dia) Providing and Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including head walls and parapets clauses 1106.protection works ,backfilling , concrete and masonary works infixing collar with cement mortor 1:2 but excluding excavation ,
22.5
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3816.04
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Plaster with CM 1:4 Plaster with cement mortar (1:4) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
61.92
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147.61
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Pointing with cement mortar (1:3) on brick work in substructure as per Technical specifications
34.01
-
59.2
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
75.28
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627
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Providing and laying filter materials underneath pitching in slopes completeas per drawing and technical specification Clause 1302
7.86
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856.58
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
30.22
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3063.73
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Providing and layingPitching on slopes with stone/ Boulder laid over prepared filter media per drawing and technical specification Clause 1302
15.72
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6281.61
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1st Year Maintenance
1
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35995
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2nd Year Maintenance
1
-
25105
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3rd Year Maintenance
1
-
69920
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4th Year Maintenance
1
-
134525
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5th Year Maintenance
1
-
201802
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