Public Works Roads Department Tender
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Costs
EMD
₹ 2,31,000Document Cost
₹ 3,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_14875_1Bid Award Id
ViewTender No
CE/Commn/UDD/30 /2019-20/12_CIDFTender 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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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 303.1.5. I) private land
352.128
-
286.3
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Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place 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.III) For grading II material.Method
314.69
-
2003.98
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Water Bound Macadam 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.WBM Grading III, a) by Manual means
225.937
-
4412.35
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Inter locking concrete Block pavement (I) a) Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504
3710.58
-
1104.7
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painting two coats including prime coat with epoxy paint of approved brand on concrete and steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701
524
-
121.5
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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 sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil A. Up to 3 m depth
447
-
102
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork (I) P.C.C grade M 15 Nominal mix
24.25
-
5216
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork (II) P.C.C grade M 15 Nominal mix
45.28
-
5085.6
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork (II)R.C.C grade M 20 Nominal mix
31.988
-
5648
... More
Furnishing and placing Reinforced/Prestressed cement concrete in sub structure as per drawing and Technical specification including steel shuttering formwork. I) PCC grade M15, nominal mix
15.56
-
5379
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Furnishing and placing Reinforced/Prestressed cement concrete in sub structure as per drawing and Technical specification including steel shuttering formwork. I) RCC grade M20, nominal mix
15
-
6461
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Furnishing and placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specification including steel shuttering formwork. I) RCC grade M-20, Nominal mix ht. up to 5m
14.136
-
6997.7
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications with TATA make TMT CRS ( Fe 500 grade ) reber.
5.196
-
56316.2
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Providing weep holes in Brick asonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
632
-
118
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 1) Granular material
101.1
-
1280.4
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
1755
-
230.6
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Providing soiling in foundation and under floor at all levels with stone/best quality pick jhama bricks, sand packed and laid to level and in panel after preparing the sub grade as directed including all labour and materials and if necessary dewatering complete
270
-
386.71
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork (I) P.C.C grade M 10 Nominal mix 1:3:6
20.25
-
5216.6
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 with crushed stone
141
-
6108.9
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Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clause 1000 and 1202 with TATA make TMT rebar
16.889999999999997
-
54969.9
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plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork (II) P.C.C grade M 20 Nominal mix
67.5
-
5756.2
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