Rural Works Department Tender
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Costs
EMD
₹ 29,706Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_71225_1Bid Award Id
ViewTender No
GTSNY-18-MUZAFFARPUR EAST-2-05Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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Construction of Reference Pillars/Burjees
0.4
811
2028.95
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Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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By Manual Means
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In area of non-thorny jungle
0.24
11364
47352.14
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Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.7
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Lead upto 1000M
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Girth above 300 mm to 600 mm
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Girth above 600 mm to 900 mm
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Girth above 900 mm to 1800 mm
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Girth above 1800 mm to 2700 mm
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Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
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By Manual Means
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Bituminous Courses.
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Dismantling of Cement Concrete Pavements
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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By Mechnical Means
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Rigid Pavement
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(B) EARTHWORK
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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
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Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.
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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 100 m as per Technical Specification Clause 301.5
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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 m as per Technical Specification Clause 301.5
992
153898
155.14
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Construction of Subgrade
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.
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1000 M Lead
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(C) SUB-BASE
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Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local 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
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For Grading II Material
225
491044
2182.42
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(D) BASES
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Water Bound Macadam with Stone screening
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WBM Grading 2
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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/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.
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By Manual Means
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Water Bound Macadam with Stone screening
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WBM Grading 3
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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.
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(A) By Manual Means
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(D) WEARING COURSE
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Prime Coat (Low Porosity)
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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
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Tack Coat
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade bitumen) Binder
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.
Case-I By Manual Means
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Bitumen (S-90)
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Seal Coat
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510
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By Manual Means
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Case - I : Type A
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Bitumen (S-90)
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(E) C.C. PAVEMENT
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Cement Concrete Pavement M30
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 M25 (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.
285
2128468
7468.31
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i. Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
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Manual Means
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PROTECTION WORKS
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Stone/Boulder
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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Stone Boulder Pitching on Slope
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Construction of toe walls for protection of slopes as per drawing and technical specification clause 1302.5
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Cement concrete grade M 10 ( 1:3:6 ) in case of concrete block pitching
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TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
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Kilometre Stone
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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
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5th Kilometre Stone (precast)
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Ordinary Kilometer Stone (Precast)
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5219
2609.76
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200 m stone (precast)
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681
681.7
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Boundary Pillar
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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
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Painting Two Coats on New Concrete Surfaces
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
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Printing New Letters and Figures of any Shade
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
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English and Roman (for culverts)
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Providing and Fixing 'PMGSY sign board and Logo' of PMGSY Project
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PMGSY Sign Board
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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
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11869
11869.61
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Retro-reflectorised Traffic Signs
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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
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600 mm equilateral triangle
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16831
4207.77
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600 mm x 450 mm rectangular
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4945
4945.47
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900 mm side octagon
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Road Marking with Hot AppliedThermoplastic Compound with Reflectorising Glass Beads on Concrete Surface. Providing and laying of hot applied thermoplastic compound 2.5mm 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, uniformand free from streaks and holes.
(including Priming coat)
80
77547
969.34
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1st Year Maintenance Cost
0.4
9649
24122.5
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2nd Year Maintenance Cost
0.4
11458
28645
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3rd Year Maintenance Cost
0.4
13063
32657.5
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4th Year Maintenance Cost
0.4
15065
37662.5
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5th Year Maintenance Cost
0.4
16880
42200
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