Public Works Roads Department Tender
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Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWD_9072_1Bid Award Id
ViewTender No
SE/NRC/TB/NIT/34/2017-18/19Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.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 lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(C) Reinforced Cement Concete
RCC Abutment Wall
48
-
978.3
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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.
882.17
-
286.3
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Granular Sub-base with Well Graded Material (Table 400.1) A. By Mix in Place Method: Construction of granular sub-base by providing well graded meterials, 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 achieved the desired density, complete as per technical specification clause 401 . (i) for grading II material
539.06
-
1768.46
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WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III
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.
323.44
-
3107.24
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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
4312.5
-
918.7
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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
ii) ordinary KM Stone (Precast)
2
-
2116.4
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iii) 200 M Stone (Precast)
7
-
563.2
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Retro-reflectorised Traffic Signs
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.
ii) 600mm equilateral triangle
8
-
2957.2
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Providing 3cell RCC Box culvert (3.00mx3.00m) = 1 No.
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
161.86
-
102
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
14.72
-
5216.6
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
RCC Grade M20 for Height upto 5m
100.96
-
6461
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Supplying, fitting and placing TMT bar reinforcement (Fe-500) in sub-structure complete as per drawing and technical specifications Clauses 1002, 105, 1010 & 1202
11
-
47189.5
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202
A. With crushed stone
5.96
-
12407.5
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Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, as per drawings and technical specifications clauses 800, 900 and 1208.3
39.2
-
2397
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Providing 1x1 m slab culvert (2 nos.)
-
-
-
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E/W in excavation
( i ) Upto 3 m depth. For Abutments For Return Walls
50.24
-
102
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P.C.C. Grade M - 10
For Return Walls
Abutment
11.2
-
5216.6
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Stone Masonry
For Abutments
For Return Walls
70.06
-
4160.2
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R.C.C. M-20
Beam
Slab
Cap
Dirt walls
Kerb
Coping
16.12
-
6461
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Drainage Spout
4
-
1640.9
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20mm Joint filler
24
-
21
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Supplying,fitting and placing
bar
For superstructure
0.42
-
48414.8
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Weep holes
20
-
117.7
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Wearing coat
4.96
-
12407.5
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