Rural Works Department Tender
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Costs
EMD
₹ 4,24,715Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Remaining Work Of Pachnour Nanaura Road
Description
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Contact
Tender Id
2018_ECBIH_64007_1Bid Award Id
ViewTender No
BR-33R-220Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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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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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 of Specification of Rural Roads
(A) Upto 600 mm dia Hume pipe
7.5
1161
154.91
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Construction of embankment with approved material deposted at site from roadway cutting and excavation 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
1109.19
49314
44.46
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Excavation in soil with Hydrolic excavator.
Excavation for roadway in soil by Hydrolic Exacavator including trimming bottom and side slopes in accordance with requirements of lines, grades and cross section.
40.01
2562
64.05
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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 100 m as per Technical Specification Clause 301.5
5193.72
607665
117
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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 as per Technical Specification Clause 301.5
1298.43
176560
135.98
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Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slop, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as
-
-
-
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Construction of subgrade and earthen shoulders (Up to 100m Lead)
8884.05
1052848
118.51
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Construction of Subgrade and earthen shoulders (Up to 1000m Lead)
2221.01
305366
137.49
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Granular Sub-base with Well Graded Material (Table 400.1)
i) By Mix in place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepard 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. of specification of Rural Roads.
ii) For Grading II material
1786.07
4165704
2332.33
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GSB without carriage cost (Reuse existing Brick Soling as GSB)
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-
-
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WBM Grading II, By Mechanical Means
Providing, laying, spreading and compaacting stone aggregates of speficic 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 stone screening to fill up the interstices of coarse aggregate, watering and compacting to requires density Grading 2 as per Technical Specification Clause 405.
A) By mechnical means
813.61
3159654
3883.5
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WBM Grading III, By Mechanical Means
Providing, laying, spreading and compaacting stone aggregates of speficic 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 stone screening & material scrrening to fill up the interstices of coarse aggregate, watering and compacting to requires density Grading 2 as per Technical Specification Clause 405.
A) By mechnical means
832.16
3193705
3837.85
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Prime Coat
(i) 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of Specification of Rural Roads.
11095.5
490199
44.18
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Tack Coat with Bitumen Emulsion
(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulstion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of Specification of Rural Roads.
11095.5
163769
14.76
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Premix Carpet
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to5.6 mm aggregates using CRRI-BitChem tailer made Cold mix binder 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 capacity and finishing to required level and grades to be followed by seal coat of either Type B as per Technical Specification IRC, SP: 100-214. Using CRRI-BitChem Tailor Made Cold Mix Binder
11095.5
2252941
203.05
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Seal Coat
Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grades and cross fall using Type B as per the Technical specification IRC, SP:100-2014 Using CRRI-BitChem Tailor Made Cold mix Binder
11095.5
775020
69.85
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Cement Concrete Pavement
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.
36.34
293566
8078.33
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Surface Drain in Soil
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-
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P.C.C M-20 in drain…………
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-
-
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Brick soling below line drain…..
110
49896
453.6
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Sand filling below brick soling……..
21
7573
360.62
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Traffic sign
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. i) 900 mm equilateral & triangle
3
6306
2102.21
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600 mm equilateral & triangle
2
4028
2014.21
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600 mm circular
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-
-
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800 mm x 600 mm rectangular
1
2128
2128.19
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600 mm x 450 mm rectangular
2
5747
2873.76
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600 mm x 600 mm
-
-
-
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ii) Ordinary Kilometer Stone (precast)
3
6885
2295.13
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iii) 200 m stone(precast)
12
7254
604.58
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Providing and Fixing 'Logo' of PMGSY Project-Logo Board
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
9434
9434.91
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Providing and fixing logo
3
9362
3120.91
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Providing and fixing Citizens information Boards
2
20454
10227.36
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Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting ut, construction of shorting 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.
122.08
29140
238.7
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Cement Concrete bedding in M- 15
Laying cement concrete bedding in M-15 as per clause 1105 (ii)
14.84
90341
6087.67
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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
PCC M-15
5.42
32995
6087.67
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
51.64
323938
6273.01
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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 mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets including cost, carriage of all material and labour cess as per clauses 1106.
20
65891
3294.56
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets including cost, carriage of all material and labour cess as per clauses 1106.
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-
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Plastering with CM 1:4
Plastering with cement mortar (1:4) ;15mm thick on brickwork in substructure as per drawing and technical specification Clauses 613.4 and 1204
9.6
1633
170.18
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Providing and laying filter material underneath pitching in slopes complete including cost, carriage of all material and labour cess as per drawing and technical specifications Clause 1302
4.8
15859
3304.12
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Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1 no fragment weighing not less than 25 Kg laid dry complete as per drawing and technical specification clause 1301.
25.82
84969
3290.85
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filling in foundation trenches as per drawing and technical specification clause 305.3.9
48.26
17403
360.62
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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. PCC M-15
-
-
-
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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. PCC M-20
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-
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,804,805, 806, 807 ,1202,&1204. RCC M-25
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-
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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-
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Providing and laying boulder apron for bed protection with stone boulders of minimumsize and weight as per table 1300.1 no fragment weighing not less than 25 Kg laid dry complete as per drawing and technical specification clause 1301.
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-
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Plastering with cement mortar (1:4) ;15mm thick on brickwork in substructure as per drawing and technical specification Clauses 613.4 and 1204
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-
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RCC CULVERT
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-
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Excavation for Structures
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.
198.66
47420
238.7
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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. PCC M-15
24.84
151217
6087.67
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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. PCC M-20
128.17
870622
6792.72
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Providing concrete for plain/ reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805, 806, 807 ,1202,&1204. PCC M-20
83.38
584116
7005.48
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Providing concrete for plain/ reinforced concrete in substructure complete as per drawing and technical specification clause 802,804,805, 806, 807 ,1202,&1204. rCC M-20
9.6
69864
7277.52
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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 and technical specification Clauses 614, 709, 1204.3.7
128
12769
99.76
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.14
7571
54081.63
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Backfilling behind abutment, wing wall and return wall complete with Sandy Materials as per drawings & technical specification Clause 1204.3.8
198
118825
600.13
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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 wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
91.44
316235
3458.39
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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
40
17955
448.89
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Providing and laying reinforced cement concrete M25 in superstructure including cost, carriage and labour cess of all materials as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
8
65164
8145.59
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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
1.36
74747
54921.16
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Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 % bitumen by weight.
60
2049
34.15
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Construction of R.C.C railing of M 25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
24
61616
2567.34
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1st Year Maintenance cost
1
122178
122178
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2nd Year Maintenance cost
1
160183
160183
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3rd Year Maintenance cost
1
253132
253132
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4th Year Maintenance cost
1
320638
320638
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5th Year Maintenance cost
1
379797
379797
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