Rural Works Department Tender
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Costs
EMD
₹ 71,174Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ECBIH_72414_1Bid Award Id
ViewTender No
BR-15R-427Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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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SUB HEAD : EARTHWORK
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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
0.36
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46.81
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
0.6
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72.24
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 and 100 m. (RATE OF SUM OF 3.3 AND 3.5) a) 1000 M Lead @ 20%
1.54
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143.99
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 and 100 m. (RATE OF SUM OF 3.3 AND 3.5) a) 1000 M Lead @ 80%
6.17
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107.98
Construction of subgrade & 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.
1398.3
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145.61
Construction of 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.
455.04
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145.61
Sub Head: PAVEMENT LAYERS GSB & WBM Item
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Grading 1 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 401.
482.68
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1678.95
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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
167.6
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2427.82
Sub Head : Bituminous Items
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Prime Coat 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2234.63
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47.27
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2234.63
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16.72
Mix Seal Surfacing Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 13.2 mm 0.09 mm (Type-B) aggregates 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 IRC:SP100-2014
2234.63
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179.43
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.
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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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
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Hume Pipe for agriculture Providing and laying reinforced cement concrete pipe NP3 for Agriculture purpose.
7.5
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667.57
i) 5th Km stone
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ii) Km stone
1
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1944.4
iii) 200 m stone
3
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570.52
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.
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600 mm equilateral & triangle,
1
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1443.27
600 mm circular
1
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1509.41
800 mm x 600 mm rectangular, OR
1
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1612.01
600 mm x 450 mm rectangular, OR
1
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1502.64
Providing and fixing of typical PMGSY 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
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8813.77
Citizan Information Board As per Drawing
2
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8813.77
Providing & Laying of Hot Applied Thermoplastic compound 2.5 mm Thick including refloctorising glass beads @ 250 gms/ sqm area, thiockness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform & free from streaks & holes.
118
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834.34
Hume Pipe Culvert
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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
15.66
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245.47
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
2.85
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4399.29
Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
13.87
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5443.47
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
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HP Culvert Size 600 mm Providing and laying reinforced cement concrete pipe NP3 for for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation , protection works, backfilling , concrete and masonary works in head walls and parapets clauses 1106
7.5
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1305.09
HP Culvert Size 1000 mm Providing and laying reinforced cement concrete pipe NP3 for for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation , protection works, backfilling , concrete and masonary works in head walls and parapets clauses 1106
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Plastring With Cement 1:4 15 mm thik on brick work in Substructure as per Technical Specification Clause 613 & 1204
38.48
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156.27
Providing and laying reinforced cement concrete pipe NP3 for for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation , protection works, backfilling , concrete and masonary works in head walls and parapets clauses 1106
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Plastring With Cement 1:4 15 mm thik on brick work in Substructure as per Technical Specification Clause 613 & 1204
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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
9.12
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57.75
RCC Culvert
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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.
238.17
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245.47
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
16.35
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329.48
Brick Flat Soling in Foundation & Flooring :-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
109.01
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320.71
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
26.97
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4399.29
Boulder apron for bed protection :-- 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
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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
91.23
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6302.96
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
10.58
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6557.3
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
6.37
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5856.32
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
25.05
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15.67
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
6.81
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6316.66
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1
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67378.81
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
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34.37
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Material)
21.28
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1367.54
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
1.23
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6840.37
Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204.
47.5
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156.27
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
17.82
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57.75
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
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5 YEARS MAINTENANCE COST
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1st Year Maintenance cost
0.59
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35018.41
2nd Year Maintenance cost
0.59
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39073.01
3rd Year Maintenance cost
0.59
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65690.25
4th Year Maintenance cost
0.59
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106252.37
5th Year Maintenance cost
0.59
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100908.17
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