Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Feb 2024
Closing Date13 Feb 2024
Tender Amount₹ 1,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35744_90Bid Award Id
ViewTender No
CE/DEV/TB/906/2023-24/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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 1000m as per Technical Specification Clause 303.1.
(i) Private Land
410.76
-
339.68
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.) i) for Gr. II material
296.44
-
2024.65
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. Gr.III
177.86
-
3798.69
Providing and laying inter locking concrete block pavement (M30)having thickness 80 mm as per technical specification clause 1504 complete. (inclusive Edge restraints and carrige)
(Rate is exclusive0f 125 GST, 1% LWC & 0.50% SWATCH BHARAT)
2340.9
-
1161.08
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
ii) 60cm equilateral traingle
8
-
3933.19
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
ii) 60cm Circular
4
-
5345.8
Direction and Place identification sign upto 0.9 sqm size board : Providing and erecting Direction and Place identification sign upto 0.9 sqm size board reto Reflectorised sign as per IRC: 67 madeof high intensity encapsulated lense type reflected sheeting vide cl.801.3, fixed over aluminium sheeeting ...... as per approved drawing and sign (All steel work must be Tata/ SAIL or any other approved brand.)
2.7
-
13899.23
Cross Drainage works :
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. I. In ordinary soil Upto 3 m depth
26.82
-
127.69
Bedding of pipe
(ii)Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
2.64
-
1558.04
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 & 1203. A. With crushed stone.
PCC Grade M10, Nominal Mix 1: 3: 6
1.04
-
6037.57
Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203 P.C.C Grade M20
11.05
-
6664.29
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (ii) Brick Masonry in 1:4 cement mortar
22.63
-
7450.77
Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205.
RCC Grade M-25 for Superstructure
7.56
-
8677.89
Providing and laying cement concrete wearing course M 30 grade including
reinforcement complete as per drawing and technical specifications
Clauses 800 and 1206.3
2.38
-
14419.59
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
24
-
134.7
Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From
Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL)
in superstructure complete as per drawing and technical specifications
Clauses 1002, 1010 and 1202
1.1
-
65253.55
Providing and laying Inter locking block pavement having thickness 60mm as per drawing 7 technical specification clause 1504
52.8
-
941.4
Granular Sub-base by providing well graded materials, Grade II material
10.56
-
2024.65
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as
per technical specifications Clauses 613.4 and 1208.4
57.39
-
146.41
(ii) BORPATRA T.E. Roads, i) Girja Line (From Ch. 0.00 m to Ch. 200.00 m, L = 0.200 Km), ii) Katkia Line (From Ch. 0.00 m to Ch. 150.00 m, L= 0.150Km), iii) Ting Line 1 (From Ch. 0.00m to Ch.120m, L=0.120Km) ,iv)Ting Line 2 (From Ch. 0.00 m to Ch. 70.00 m, L = 0.070 Km), v) Dheki Line (From Ch. 0.00 m to Ch. 75.00 m, L= 0.075Km), vi) Bor Line (From Ch. 0.00m to Ch.150m, L=0.150Km (Total Length = 0.765Km) under SOPD(ODS) for the year 2023-24 in Sonari LAC Clearing and grubbing road land : (Clearing and grubbing including uprooting rank vegetation, grass, bushes, shurbs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or octioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness.)as per morth specification 201.(i) By manual means (A) In area of non thorny jungle
0.49
-
52995.08
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 (I) Private Land
1855.23
-
258.21
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
341.48
-
339.68
Granular Sub Base with well graded material (table 400.1)(A) By mixed in place method
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. (ii) For grading II material
267.19
-
2059.13
WBM Gr.-III Using stone screening Type-B. 11.2mm for Gr.-III. Water Bound Macadam (Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hard packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fillup the interstices of coarse aggregate watering and compacting to the reqd. density grading 3 as per Technical Specification clause 405.A. By Manual means
(ii) For grading III material
160.31
-
3694.71
Inter locking concrete Block pavement
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete.
2137.5
-
1161.08
CD WORK
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. I. In ordinary soil Upto 3 m depth
63.97
-
127.69
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 & 1203. A. With crushed stone.
PCC Grade M10, Nominal Mix 1: 3: 6
5.76
-
6036.57
Bedding of pipe
(ii)Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
8.04
-
1558.04
Providing and laying reinforced cement concrete pipe NP3 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 parapets Clause 1106. (iii) 600 mm dia.
30
-
3272.25
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 (ii) Brick Masonry in 1:4 cement mortar
65.16
-
7450.77
Plastering with Cement Mortar (1:3), 15 mm thick on brickwork in substructure as per
technical specification cl. 613.4 & 1204
114.3
-
146.41
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
9
-
3933.19
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 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701.
4.5
-
14078.44
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