Rural Works Department Tender
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Rural Works Department - RWD Tender
Eprocure
Opening Date4 Jun 2018
Closing Date12 Jun 2018
Tender Amount₹ 1,88,09,784
Costs
EMD
₹ 3,76,196Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_63636_1Bid Award Id
ViewTender No
BR-19R-144Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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SUB HEAD : EARTHWORK
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60 % of Quantity from Roadway Cutting & Drain is utilised in Embankment Construction.
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Construction of Enbankment with approved material diposited from road way cutting and excavation from drain and foundation of the other structures and excavated with an average lead of 50 m graded and compacted to meet requirment of as per technical specificationclause 301.5
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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 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%
540
80217
148.55
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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 . 80% of BALANCED QTY OF EARTHWORK 100 m lead
2160.01
346292
160.32
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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.
9209.82
1511239
164.09
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NOTE : Construction of Subgrade and Shoulder Preparation has been considered only in Bituminous portion of the road . EARTH SHOULDER
2997.08
491790
164.09
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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 401.
2437.29
3518179
1443.48
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WBM Grading 3 ( By Mechanical Means )
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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 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.
846.28
1886637
2229.33
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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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
11283.75
383986
34.03
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Surface Dressing
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size 13.2 on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller .
11283.75
1014070
89.87
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9.5 mm nominal chiping size
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size 9.5 on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller .
11283.75
906987
80.38
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SUB HEAD : CC PAVEMENT
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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 401.
379.08
547194
1443.48
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WBM Grading 3 ( By Mechanical Means )
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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 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.
263.25
586871
2229.33
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 and with concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification Clause 1502 of MoRD.
351
2449779
6979.43
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SUB HEAD : ROAD FURNITURES , KM STONES , TRAFFIC & DIRECTION SIGN , PMGSY LOGO
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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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i) 5th km stone
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ii) Km stone
4
7759
1939.93
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iii) 200 m stone
15
8003
533.55
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Traffic sign
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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, OR
3
4348
1449.58
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600 mm circular , OR
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4549
1516.35
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800 mm x 600 mm rectangular, OR
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4859
1619.94
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600 mm x 450 mm rectangular, OR
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4528
1509.62
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(I)Providing and Fixing 'Logo' of PMGSY Project
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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
2
17700
8850.33
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( II ) Providing & Fixing of LOGO of "Citizen Information Board"
2
17700
8850.33
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Painting Lines Drashes Arrows Etc on Road in Two Coats on New Workwith ready Mixed Road marking Paint confirming to IS: 164 on bituminous concrete surface, cleaning the surface of all dirt ,dust and other foreign matter demarcation at sit and traffic control as per drawing and technical specification clause 1702
590
62964
106.72
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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. i) Upto 3 m depth
100.48
22577
224.7
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Sand filling in foundation trenches as per drawing and technical
2.02
818
404.34
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PCC GRADE M15 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.24
67311
4726.24
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Brick mansory work in cement mortar(CM 1:4) Foundation complete
56.32
315381
5599.81
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Brick mansory work in cement mortar(CM 1:4) Substructure and kerb complete
39.39
229458
5824.7
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC - M20)
4.43
24743
5587.9
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Providing bitumen painting over top surface of aboutment cap & inner vertical
15
196
13.12
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RCC - M25 in Deck slab Providing and laying reinforced cement concrete in raft, walls & superstructure as er drawing and technical specification Clauses 800, 405.4 and 405.5
8.01
52999
6616.64
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue & superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 402
1.04
53893
51970.47
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Providing filling joint sealing copound as per drawing and Technical
15
462
30.81
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Brick mansory work in cement mortar(CM 1:3)
in parrapat excluding pointing
4.32
26569
6150.33
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Plastering with CM 1:415mm thick on brickwork in substructure
88.1
11434
129.79
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Providing 1.5 mm cement punning including curing carriage of water
29.76
1526
51.28
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall return to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
40
3754
93.87
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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. i) Upto 3 m depth
100.48
22577
224.7
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Sand filling in foundation trenches as per drawing and technical
2.02
818
404.34
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PCC GRADE M15 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.24
67311
4726.24
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Brick mansory work in cement mortar(CM 1:4) Foundation complete
56.32
315381
5599.81
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Brick mansory work in cement mortar(CM 1:4) Substructure and kerb complete
39.39
229458
5824.7
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC - M20)
4.43
24743
5587.9
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Providing bitumen painting over top surface of aboutment cap & inner vertical
15
196
13.12
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RCC - M25 in Deck slab Providing and laying reinforced cement concrete in raft, walls & superstructure as er drawing and technical specification Clauses 800, 405.4 and 405.5
8.01
52999
6616.64
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue & superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 402
1.04
53893
51970.47
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Providing filling joint sealing copound as per drawing and Technical
15
462
30.81
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Brick mansory work in cement mortar(CM 1:3)
in parrapat excluding pointing
4.32
26569
6150.33
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Plastering with CM 1:415mm thick on brickwork in substructure
88.1
11434
129.79
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Providing 1.5 mm cement punning including curing carriage of water
29.76
1526
51.28
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall return to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
40
3754
93.87
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HUME PIPE
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out const. of shoring and bracing, removal of stumps and other delitarious matter, and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in treanches with excavated suitable material.
521.8
117248
224.7
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Type B ( First Class ) Bedding Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
35.6
14394
404.34
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PCC grade M 15 Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,&1203.
27.1
128081
4726.24
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Head wall 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 & 1204
265.1
1493751
5634.67
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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 in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
75
287719
3836.26
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Plastering with CM 1:4, 15mm thick on brickwork in substructure as per technical specification clause 613.4 & 1204.
343.5
44582
129.79
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5 YEARS MAINTENANCE COST
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1st Year Maintenance cost
3.89
122008
31397.06
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2nd Year Maintenance cost
3.89
158420
40766.95
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3rd Year Maintenance cost
3.89
236922
60968.11
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4th Year Maintenance cost
3.89
293372
75494.79
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5th Year Maintenance cost
3.89
349946
90053.25
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