Public Works Roads Department Tender
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Costs
EMD
₹ 3,97,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWD_21263_1Bid Award Id
ViewTender No
SE/NRC/TB/NIT/44/2019-20/158Tender 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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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.
(i) Private Land
4253.41
-
323.52
... More
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.
(A) By Mix in Place Method
ii) For Grading II Material
984.9
-
2598.76
... More
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.
2) Grading -II
(A) By Manual Means
229.34
-
3842.14
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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.
2) Grading -III
(A) By Manual Means
492.45
-
3983.96
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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
excluding Edge block/ Edge restraints
6566
-
910.21
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Providing and laying M-40 grade cement concrete edge block/Edge restrains complete as per technical specification cl. 1504
112.56
-
6924.64
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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
6
-
4207.44
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
13838.88
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
108
-
745.8
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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 and conforming to the MoSrt&H specifications
188
-
989.88
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic bodyadherning to the specification and guidelines of MoSRT &H,s fixed to the road surface using the adhesive and the procedure recomended by the manufactures with three months replacement warranty and five year maintenance
136
-
281.37
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R.C.C Drain with R .C.C.cover slab
-
-
-
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Excavation for Structures (Earth work in excavation of Foundations of structures as per drawing and specification, 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. I. Ordinary Soil. A. Manual Means (I) Without dewatering (i) upto 3 m depth
902.88
-
130.24
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P.C.C. 1:3:6 in Foundation ( Plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
46.08
-
6493.8
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Plain / Reinforced cement concrete, in open foundation complete as per drawing and technical specification and steel shuttering framework (N) Without Plasticiser E. RCC Grade M25 Case I Using Concrete Mixer
265.68
-
8814.44
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Reinforcement in Foundation : Supplying fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (i) With TATA make TMT CRS (Fe 500 grade) rebar
35.8
-
71910.16
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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
115.2
-
134.47
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RCC Slab Culvert
-
-
-
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Earth work in excavation of foundation for structure as per drawing and techinical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50 m. dressing of sides and bottom and backfilling in treanches with excavated suitable material,
1. Oridinary soil
(i) upto 3.00m depth
48.98
-
80.23
... More
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
10.74
-
5987.87
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Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.
58.48
-
3827.31
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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
III. RCC Grade M20 for Height upto 5m
8.75
-
7526.93
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Drainage spout
2
-
1734.55
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Filler Joint.
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight.
20
-
14.69
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Supplying, fitting and placing TMT bar reinforcement in sperstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202
0.75
-
74986.8
... More
Weep holes
20
-
205.66
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Flling in foundation trenches as er drawing nd technical specification Clause 35.3.9
6.7
-
1093.84
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