Rural Works Department Tender
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Costs
EMD
₹ 5,43,220Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_65229_1Bid Award Id
ViewTender No
GTSNY-18-SUPAUL-275Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
... More
3.15 Compacting original ground supporting Subgrade
Loosening of the ground upto a level of 150 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical specifications Clause 303.5.2.
2700
55107
20.41
... More
3.14/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 lead up to 1000m as per Technical specification Clause 303.1
7371.3
1263440
171.4
... More
4.1/401(A)/Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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. Grading-II
2261.25
5487511
2426.76
... More
6.4/1500/Cement Concrete pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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
2148.19
17971607
8365.93
... More
10.10/1700/Kilometre Post
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
5th Kilometer Stone (Precast)
-
-
-
... More
Ordinary Kilometer Stone (Precast)
4
10678
2669.63
... More
200m Post ( Precast)
16
10873
679.61
... More
10.11/1700/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 1704
60
30778
512.97
... More
(i) 10.5/1700/Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered / concrete surface as per drawing and Technical Specifications Clause 1701.
133.92
11853
88.51
... More
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
528
253
0.48
... More
Providing and Fixing 'GTSNY sign board and Logo' of PMGSY Project
Providing and fixing of typical GTSNY 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
Add one Extra Board for Maintenance
2
19254
9627.11
... More
10.2 /A-I Retro - reflectorised Traffic Sign
Providing and fixing of retro- reflectory cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflectivesheeting 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 concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawings and Technical Specification Clause 801.
600 mm equilateral triangle
Left Hand & Right Hand Curve & Narrow Bridge
16
50924
3182.79
... More
600 mm x 450 mm rectangular
School ,Place Board
4
14241
3560.42
... More
HPC 1 X 1000 MM DIA
Earth work in excavation of foundation of structures 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 backfilling with approved material.
67.08
17221
256.73
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.
(PCC Grade M-10)
5.3
37716
7116.27
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.
(PCC Grade M-15)
33.22
226512
6818.55
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
20.32
142545
7015.01
... More
Providing & Laying ISI mark* Cement Concrete hume Pipe (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets ( * See general notes)
15
52143
3476.21
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (I) Sand Filling
9.74
3818
392.07
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
(I) Sand Filling
15.28
5990
392.07
... More
Box Culvert 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.
146.41
37588
256.73
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
PCC M-10
11.22
79873
7116.27
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 804, 805,806, 1202 & 1203
PCC M-20
32.69
246085
7528.77
... More
PCC (M20)
15.11
118585
7848.15
... More
Pointing (1:3)
2.22
144
65.23
... More
Weep Hole
12
1212
101.02
... More
RCC (M-25)
16.98
146287
8615.29
... More
Reinforcement
2.06
110978
53925.6
... More
Backfilling
38.27
24097
629.67
... More
Filter media
23.87
97660
4092.2
... More
Coping (M15)
17.36
8471
487.99
... More
RCC (M-25)
8.75
77882
8900.87
... More
Reinforcement
0.88
44713
51100.81
... More
Drainage Spout
8
3779
472.45
... More
Wearing Coat
2.06
26141
12671.82
... More
1st Year Maintenance Cost
1
90028
90028
... More
2nd Year Maintenance Cost
1
116524
116524
... More
3rd Year Maintenance Cost
1
133015
133015
... More
4th Year Maintenance Cost
1
148825
148825
... More
5th Year Maintenance Cost
1
168264
168264
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