Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date18 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 1,14,24,000
Costs
EMD
₹ 2,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
155007Tender No
155007Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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.) as per relevant Clause of section 300 & 2100 in. A ordinary soil (iI) 3.0 to 6.0 M depth
166.15
29967
180.36
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.) as per relevant Clause of section 300 & 2100 in. A ordinary soil (iIi) Above 6.0 M depth
82.44
18252
221.4
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.) as per relevant Clause of section 300 & 2100 in. A ordinary soil (i) Up to 3.0 M depth Add extra 20 % in the rates of above itemsfor dewatering (Assesment of dewatering shall be made as per site condition)
388.4
73489
189.21
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.) as per relevant Clause of section 300 & 2100 in. A ordinary soil (iI) 3.0 to 6.0 M depth Add extra 20 % in the rates of above itemsfor dewatering (Assesment of dewatering shall be made as per site condition)
419.55
90803
216.43
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.) as per relevant Clause of section 300 & 2100 in. A ordinary soil (iIi) Above 6.0 M depth Add extra 20 % in the rates of above itemsfor dewatering (Assesment of dewatering shall be made as per site condition)
116.53
30960
265.68
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.) as per relevant Clause of section 300 & 2100 in.
III Hard roc k (required blasting)
302.27
221334
732.24
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.) as per relevant Clause of section 300 & 2100 in.
I Ordinary soil
(I) The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation
(i) Up to 3.0 M depth
604.54
950
1.57
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.) as per relevant Clause of section 300 & 2100 in.
I Ordinary soil
(I) The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation
(i) 3.0 m to 6.0 M depth
516.15
930
1.8
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.) as per relevant Clause of section 300 & 2100 in.
I Ordinary soil
(I) The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation
(i) Above 6.0 M depth
82.44
183
2.21
Filling Annular Space Around Footing in Rock (Lean cement concrete M-15 nominal mix.)
21.09
105072
4982.04
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications and as per relevant Clause of section 1500,1700 & 2100 with
( A) Using concrete mixer (i) P.C.C. M-15
5.03
25060
4982.04
Providing and laying Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
( A) Using concrete mixer (vii)R.C.C. M-30
81.03
524375
6471.36
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
2.53
187875
74188.44
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags) ( A ), Height upto 5 m ,
(a) Using concrete Mixer (iii) RCC Grade M 30
242.66
1798344
7410.96
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
16.26
1211731
74522.16
Providing weepholes in Brick masonary / 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 face . Complete as per drawing and technical specification and as per clause 2706 & 2200
65.24
22618
346.68
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 Granular material
500.48
489170
977.4
Providing & laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification 710.1.4 of IRC 78 and 2200
257.9
536453
2080.08
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200
93600
101088
1.08
Furnishing and Placing Reinforced/Prestressed cement concrete in Super-structure as per drawing and technical specification sections 1500,1600 and 1700 (Newly laid concrete shall be covered by gunny bags) (B) RCC Grade M-30 ( I ) For Solid Slab Super Structure (a) Using Concrete Mixer
(ii) Height 5.0 m to 10.0 m
274.59
2153895
7844.04
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
27.2
2059287
75709.08
Providing & laying CC wearing coat M30 grade including reinforcement complete as per drawing and technical specifications
32.06
410201
12794.76
Construction of RCC railing of M30 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, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)
114
223956
1964.52
Drainage Spouts complete as per drawing and Technical specifications of section 2705
17
36849
2167.56
PCC M-15 Grade Leveling course below approach slab complete as per drawing and technical specification and as per relivant section 2700
12.37
59277
4791.96
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
25.2
257654
10224.36
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
33.6
403668
12013.92
Providing and Fixing of Av. 20mm thick Granite plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
2
14256
7128
Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
77
70686
918
Total
-
11338652
-
1 Years
-
8500
-
2 Years
-
12750
-
3 Years
-
17000
-
4 Years
-
21250
-
5 Years
-
25500
-
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