Public Works Roads Department Tender
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EMD
₹ 8,90,000Document Cost
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Description
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Contact
Tender Id
2019_PWD_10884_3Bid Award Id
ViewTender No
CE/Maint/SOPD/78/2018/14Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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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 3-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade & camber,applying & brooming,stone screening/binding materials to fill up the interstics of coarse aggregates,watering & compacting to the required density,Grading-II as per Technical Specification,Clause-405.A. By manual means
355.74
-
3778.01
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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 3-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade & camber,applying & brooming,stone screening/binding materials to fill up the interstics of coarse aggregates,watering & compacting to the required density,Grading-III as per Technical Specification,Clause-405.A. By manual means
1912.5
-
3800.5
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(i) With bitumen emulsion-CSS-1h
25332.19
-
31.67
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Providing and applying Tack Coat with bitumen emulsion pressure distributor at the rate 0.20-0.25 Kg/Sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per technical specification.Clause-503
50664.38
-
9.76
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1267.23
-
8908.33
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect..(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),a)(I)'with 60/70 or VG-30 grade bitumen,(ii) for GradingII(10 mm nominal size)
633.6
-
10763.15
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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 sideOrdinary soil upto 3 m depth
110.2
-
115.77
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
7.19
-
5947.58
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Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203
PCC Grade M 20
Nominial mix (1:2:4) (Hand mixed)
13.14
-
6559.96
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Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
PCC Grade M 20
Nominial mix (1:2:4)
9.41
-
6938.48
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
4
-
133.59
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20
4.97
-
7975.78
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
4
-
448.44
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.77
-
53422.75
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.27
-
53560.08
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.02
-
54950.8
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
1.99
-
2039.6
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203
IV) R.C.C.grade M 20
18.89
-
6933.6
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
8.6
-
4527.06
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
4.54
-
2516.07
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
19.55
-
1602.39
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Earthwork in excavation for foundation of structures up to 3.00 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backs filling with approved materials
1. Ordinary soil. (i) Up to 3.00 m depth
191.8
-
115.77
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15
143.76
-
5771.48
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Plain/Reinforced cement concrete, in Substructure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15
127.31
-
6105.17
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Plain/Reinforced cement concrete, in Substructure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-20
1.68
-
7333.24
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Providing weep holes in brick/stone masonry abutment and return wall complete
28
-
133.59
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Construction of road from Indragram Main road to Nepalibasti 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 cutearlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150 mm in thickness as per Technical Specification Clause201. i)By manual means (A) in area of non- thorny jungle.
0.66
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48405.82
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Excavation in soil in Hilly Area by mechanical means including cutting and trimming ofside slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per Technical Specification Clause 1603.1
6235
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165.26
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Construction of embankment with approved materials deposited at site from Roadway cutting and excavated 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
1070
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65.83
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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 upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
2502.45
-
324.95
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Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.
466.88
-
2574.41
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Water Bound Macadam with Stone Screenings Type B11.2mm for WBM Grading 2.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 2 as per Technical Specification Clause 405 .
(A) By Manual Means. (WBM-II).
233.44
-
4224.56
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Water Bound Macadam with Stone Screenings Type B11.2mm for 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 .
(A) By Manual Means. (WBM-III).
233.44
-
4238.01
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Providing and applying primer coat with bitumin emalstion (CSS-1)on prepared surface of granelar base/W.BM/WMM.including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechancial ,means as per T.S Cl no 502.
3112.5
-
31.67
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Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg/sqm. On the prepared granular surface treted with primer and cleaned with hydraulic broom as per T.S cl no 503.
3112.5
-
11.58
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Providing and Surface Dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface,followed by a cover of crushed stone aggregates of specific size and rolling with three wheel 80-100KN static roller including cleaning the road surface as per T.S.Cl-507.
3112.5
-
109.63
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Semi-Dense-Bituminous Concrete.(Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggerates of specified grading,premixed with bituminous binder @4.5 to5% of mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd grade,level and alignment,rolling with smooth whelled,vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl no.508.complete in all respect.(A) With hydrated lime/cement as filler.(i0with 60/70 or VG-30 grade bitumen for Grading -ii (10mm nominal size).
75
-
11192.25
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Excavation for Structures. Earth work in excavation fo structure as per drawing 7 technical specifacation Clause 305.1 incluiding setting out Costruction of shoring and bracing , removal of stumps and other deletirious of shoring and disposal up to a lead of 50m, dressing of side and bottom and back filling in trenches suitable mayerials.(up to 3m depth.)
397.6
-
115.77
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203.(A)With Natural Graval. Ii PCC Grade M15(i)nominal mix 1:2:5.5Wall.
49.7
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5490
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Plain/Reinforced cement concrete in sub stucture complete as per drawing and techinal specification clause 802,804,805,806,807 & 1204 RCC.(A)with Natural Graval i.i PCC M20,(i)Nominal Mix (1:2:4)
255.6
-
6441.58
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Providing Boulder Appron laid with wire crates with 4mm dia GI wire conforming to IS:280 and IS4826 in 100mm * 100mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulder weighing not less than 25 kg each as per drawing and T.C.C.L 1301.
168.75
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3231
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Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials.
Ordinary soil
(i)Up to 3.00m depth.
21.58
-
115.77
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203
B. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6.
2.46
-
5490
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Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4cement morter
33.12
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7337.09
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Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106.(i)1000 mm dia
7.5
-
7809.37
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
25.87
-
137.53
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Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials.
Ordinary soil
(i)Up to 3.00m depth.
19.4
-
115.77
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203
B. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6.
1.44
-
5490
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Laying Concrete cradle bedding with m15 grade c.c as per cl 1105(i)
2.86
-
5772.16
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Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4cement morter
18.86
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7337.09
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Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106.(ii)600mm dia
15
-
3276.52
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
34.12
-
137.53
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Constuction of unlined Surface drains of average cross-sectional area = 0.40sqm .
45
-
66.06
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.
(ii) 800 mm X 600mm rectangular .
1
-
7672.26
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