Rural Works Department Tender
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Costs
EMD
₹ 27,645Document Cost
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Description
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Contact
Tender Id
2019_ECBIH_72727_1Bid Award Id
ViewTender No
MMGSY-19-MUZAFFARPUR EAST-1-39Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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Excavation for roadway in soil using manual means for carrying of out earth to embankment site with a lift up to 1.5 m and lead up to 50m as per Technical Specification Clause 302.3.SOR Item No.-3.5 (I)
39.06
4795
122.77
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.SOR Item No.-3.3
39.06
1463
37.48
... More
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5SOR Item No.-3.4
592.11
103210
174.31
... More
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 100 m as per Technical Specification Clause 301.5SOR Item No.-3.5 (ii)
148.03
20872
141
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Construction of granular sub-base by providing well graded material (Grading I) , 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 401SOR Item No.-4.1.401(Aii)
208.52
622811
2986.82
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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 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 405.80 -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.SOR Item No.-4.7 (3)(A)
105.68
374774
3546.31
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Prime Coate
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 502SOR Item No.-5.1 (i)
1408.95
75914
53.88
... More
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50SOR Item No.-5.2 (iii) 503
1408.95
25544
18.13
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Mix Seal Surfacing
By Mechanical Means (Type-B)
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) 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 509SOR Item No.-5.11
1408.95
345263
245.05
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Earthwork excavation for foundation of structures as per drawing and teachnical specification clause 1104 includding setting out, stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved matefial . (A)Ordinary soil SOR Item No.-11.1 (I)
80.97
23592
291.37
... More
Laying brick soling layer on prepared sub-grade With brickb on lines, graded and cross-section shown on the drawing filling joints with sand and earth as per Technical Specification Clause 412Flooring Under Deck SlabSOR Item No.-TEC
48.77
16181
331.8
... More
Providing concrete for plain/reinforced concrete in opne foundations complete as per drawwings and technical specifications clause 802,803,1202&1203 (I) PCCGrade M-15
Nominal mix 1:2.5:5 with 40 mm and down graded metelSOR Item No.-11.4(II) (i)
10.73
71473
6661.06
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600,1202&1203SOR Item No.-11.5(II)
49.54
346002
6984.31
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Brick masonry work in cement mortar in substructure complete excluding pointing and plastering, as per drawing and technical specifications clauses 602,603,604,1202&1204SOR Item No.-12.1 (II)
17.73
129251
7289.99
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202&1204IV. RCC Grade M-20 Nominal Mix (1:2;4)SOR Item No.-12.5 (III) (i)
4.86
36039
7415.44
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Providing & Laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5II. RCC Grade M-25SOR Item No.-13.1
3.31
28659
8658.51
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Cllauses 1002,1010 and 1202
(8.10 + 4.84)SOR Item No.-13.2
0.65
50709
78015.28
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Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications clauses 600,900 and 1208.4SOR Item No.-13.9
1.01
7319
7246.87
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204SOR Item No.-12.3
43.98
8745
198.86
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8SOR Item No.-12.10
39.99
29913
748.02
... More
Providing weepholes in brick masonry/stone mosonry, 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 616,709,1204.3.7SOR Item No.-12.90
32
4261
133.17
... More
Drainage spouts complete as per drawing and technical specifications clause 1209SOR Item No.-13.10
2
1208
604.09
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Bedding for Type - B PCC(M20) Bedding Laying (First Class ) bedding concrete as per clause 1105 (ii)SOR Item No.-9.2
0.53
256
483.6
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Kilometre Stone
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
Ordinary Kilometer Stone (Precast)SOR Item No.-10.10 ii)
1
1905
1905.39
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Dismantling of Structures
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.
By Manual Means
Plain Cement Concrete SOR Item No.-2.5 I (B)
0.34
159
470.19
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Dismantling of Structures
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.
By Manual Means
Reinforced Cement Concrete SOR Item No.-2.5 I (C)
0.76
871
1146.45
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Dismantling of Structures
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.
By Manual Means
Rubble stone masonry in cement SOR Item No.-2.5 III (B)
24.75
8313
335.88
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Providing and laying reinforced cement concrete pipe NP4 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 parapaets clause 1106. SOR Item No.-9.3(C)
7.5
6992
932.39
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Kilometre Stone
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 SOR Item No.-10.1(III) 200m Stone (Pre-cast)
1
594
594.91
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Boundary Pillar
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 1704At outer side of H-Curve & @ 1.50m c/c both side at heigh embankment SOR Item No.-10.11
6
3076
512.77
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Providing and fixing of typical MMGSY 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 SOR Item No.-10.16
2
23453
11726.95
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Maintenance Board
1
11726
11726.95
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MMGSY Logo Board
1
11726
11726.95
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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 SOR Item No.-10.2 A (1) (v) 600 mm x 450 mm rectangular
1
6356
6356.09
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Providing and laying of hot applied thermoplastic compound 2.5 mm 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 , uniform and free from streaks and holes. SOR Item No.-10.13
74.4
56211
755.53
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Rumble Strips (Provision of 15 nos rumble strips covered with MSS bituminous carpet,
15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control
speed, marked with white strips of road marking paint.)
14.06
3446
245.05
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Maintainance for 1st year
1
20324
20324
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Maintainance for 2nd year
1
25520
25520
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Maintainance for 3rd year
1
93923
93923
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Maintainance for 4th year
1
45501
45501
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Maintainance for 5th year
1
108704
108704
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