Rural Works Department Tender
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The RWD has issued a formal invitation for competitive bids for the Rural Works Department project, for Sahjadpur Pmgsy Path To Ami Gram Via Middle School in Patna, Bihar, with an estimated contract value of Rs. 79,30,158. The bid opening date for this tender is 10-10-2018 and the last date for bid submission is 22-10-2018. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,58,603Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_69889_1Bid Award Id
ViewTender No
STATE SCHEME-18-DARBHANGA-03Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
4.61
34613
7511.67
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Providing and Fixing 'Logo' of Maintenance Board
1
9540
9540.96
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Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
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-
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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 0.80- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.
1371.08
64783
47.25
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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.
1371.08
289558
211.19
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ii) 600 mm circular ,
3
5138
1712.76
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5th Year Maintenance cost
1.15
124530
108475.61
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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
0.4
19606
48772.7
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WBM Grading 3 (By Mechanical 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 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.
102.83
338753
3294.31
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(I)Providing and Fixing 'Logo' of MMGSY 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
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-
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ii) Km stone
2
4853
2426.93
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HPC 1X1000 MM
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
-
-
-
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Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
3.84
22960
5979.4
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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 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
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-
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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
45.08
3500
77.65
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.3 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1371.08
21388
15.6
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Supply and poviding NP3 300 mm dia hume pipe across carriageway in open areas
30
18234
607.81
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Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
9
33858
3762.08
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vi) 600 mm x 450 mm rectangular,
3
5118
1706.22
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i) 600 mm equilateral & triangle,
5
8244
1648.86
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12.5
72228
5779.64
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.76
59532
77922.37
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Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204.
68.56
12604
183.86
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Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
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1st Year Maintenance cost
1.15
39819
34685.54
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B) Above 600 mm to 900 mm dia Hume Pipe
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-
-
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Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
52.1
324178
6222.11
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For 1000 M Lead
347.47
53906
155.14
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
57.49
2880
50.11
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Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
-
-
-
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For 100 M Lead
1389.87
148020
106.5
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Dismantling Brick/Tile Work
Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202.
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-
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Granular Sub-base with Well Graded Material (Table 400.2)
( By mix in place method ) For Grading I Material
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 402.
296.15
801595
2706.72
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Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
26.56
1274
48
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Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
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-
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Slab Culvert 1 x 2 x 1.5
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.
93.18
26092
280.02
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Citizan Information Board As per Drawing
2
19081
9540.96
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Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
4.07
27377
6729.92
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3rd Year Maintenance cost
1.15
84843
73905.05
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Direction and place indentification signs up to 0.9 sqm size board
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5
14622
2924.41
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2nd Year Maintenance cost
1.15
50934
44367.6
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Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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-
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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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
28
3680
131.46
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Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
26.26
170591
6496.02
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C) Above 900 mm dia Hume Pipe
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-
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iii) 200 m stone
5
3429
685.93
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4th Year Maintenance cost
1.15
102923
89654.18
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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.
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-
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Granular Sub-base with Well Graded Material (Table 400.2)
( By mix in place method ) For Grading I Material
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 402.
133.62
361671
2706.72
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Construction of Subgrade and Earthen Shoulders
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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
1233.7
193542
156.88
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WBM Grading 3 (By Mechanical 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 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.
223.27
735520
3294.31
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Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
1.25
492
392.4
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Cement Concrete Pavement Construction of un-reinforced, 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
476.32
3522867
7396.01
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i) 5th km stone
-
-
-
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Providing and Fixing 'Logo' of MMGSY Project
2
19081
9540.96
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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 .
A) Upto 600 mm dia
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-
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Retro-reflectorised Traffic SignsProviding 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
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-
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
577
38.5
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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
72.4
62823
867.73
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Patna, Bihar