Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date27 Dec 2023
Closing DateCancelled
Tender Amount₹ 10,91,48,000
Costs
EMD
₹ 21,83,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWD_34983_1Tender No
CE/DEV/TB/549/2023-24/04Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
663.75
-
2596.06
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
663.75
-
5588.98
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
264.75
-
64274.4
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. E) RCC Grade M 20, a) Height upto 5m,
2276.25
-
8502.12
Providing weep holes in Brick masonry/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.
999.75
-
205.66
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
1462.5
-
1822.69
RCC Cantilever Retaining Wall (4 M) : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical 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, (II) With dewatering, ii) 3 m to 6 m depth
8136.48
-
203.4
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
339.69
-
2596.06
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
339.69
-
5588.98
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
131.99
-
64274.4
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. E) RCC Grade M 20, a) Height upto 5m, case ii) Batching plant Transit mixer and Concrete pump, RCC Grade M 20
3266.25
-
8502.12
Providing weep holes in Brick masonry/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.
893.11
-
205.66
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
1608
-
1822.69
RCC Box Culvert 2 Cell (3M x3M) : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical 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, (II) With dewatering, ii) 3 m to 6 m depth
119.64
-
203.4
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
29.02
-
2596.06
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
29.02
-
5588.98
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. F) RCC Grade M 25, a) Height upto 5m, case ii) Batching plant Transit mixer and Concrete pump
244.2
-
9037.74
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
16.85
-
64274.4
Providing weep holes in Brick masonry/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.
84
-
205.66
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
152
-
1498.38
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
96
-
1997.84
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
30
-
2031.74
Drainage Spouts complete as per drawing and Technical specification
8
-
9075.03
Wing Wall : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical 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, (II) With dewatering, ii) 3 m to 6 m depth
10.08
-
203.4
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
9.24
-
2596.06
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
9.24
-
5588.98
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. F) RCC Grade M 25, a) Height upto 5m, case ii) Batching plant Transit mixer and Concrete pump
16.9
-
9037.74
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
0.78
-
64274.37
Providing weep holes in Brick masonry/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.
24
-
203.4
Curtain Wall :Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
7.22
-
2596.06
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii) Cement concrete grade M 10
56.56
-
5734.64
Boulder Apron : Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. A) RCC Grade M 15, a) Height upto 5m
22.62
-
6556.26
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
45.24
-
2596.06
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
117
-
1860.88
Load Bearing Slab Size (7.6X10) M : Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)
3.62
-
64274.4
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. E) RCC Grade M 20, a) Height upto 5m, case ii) Batching plant Transit mixer and Concrete pump
21.6
-
8502.13
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
22
-
440.14
Dismantling of Stone Masonary
25.39
-
207.36
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
4900
-
282.39
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 comp g acting 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
6274.49
-
258.21
Soild Footpath : Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
37.69
-
717.66
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal 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.)
50.25
-
5589
Providing weep holes in Brick masonry/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.
113
-
205.66
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