Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date14 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 2,12,15,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
157607Bid Award Id
ViewTender No
157607Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
1109.45
54584
49.2
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Hard rock (blasting prohibited) (i) Excavation Not requiring dewatering
210.5
168817
802
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add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
210.5
33763
160.4
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Plain/Reinforced cement concrete in open foundationcomplete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
572.29
2639973
4613
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PCC Grade M30
623.02
3733159
5992
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600
49.84
3423796
68693
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Taking exploratory boring 100 mm dia. at the location of piers \ and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications
(i) Upto 1.0 m below bed level
5
29755
5951
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Beyond 1.0 m upto 5.0 m depth
20
26000
1300
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Beyond 5.0 m depth
75
110625
1475
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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 5m
(a) Using concrete Mixer (iii) P.C.C. Grade M-25
141.62
691115
4880
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Height upto 5m
(a) Using concrete Mixer (iii) R.C.C. Grade M-30
333.71
2125745
6370
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
27.41
1890999
69002
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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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
780
250380
321
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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.
(i) Granular material
141.02
127623
905
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size 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 specifications 710.1.4 of I.R.C. 78 and 2200.
17.59
33880
1926
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
89.04
5876
66
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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
(i) Height upto 5m
Cement Mortar 1:5 (1 Cement : 5 Coarse Sand)
238.98
1666407
6973
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
23.9
1675273
70101
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
36
72252
2007
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
12.69
56305
4437
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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
25.38
240272
9467
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700
32.01
379222
11847
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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)
127.58
232068
1819
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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 specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
84
934416
11124
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Excavation in Soil (by Mechanical Means.)
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant
clauses of section 300.
44
4180
95
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Compacting Original Ground
(ii) Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction
31.68
887
28
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Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
A Plant mix method (with Mechanically crushed stone only)
(b) For Sub-base cum drainage layer or upper sub-base with
i) Grading-V Material
29.21
40076
1372
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Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,finishing and curing as per clause 601.)
15.4
35912
2332
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Providing and laying un reinfoced cement concretewithout dowel bar including form work and expansion ,construction and longitudinal joints as per design and as per and as per IRC 62-2014 OVER a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thicness less than 200mm in low volume roads
(iv) P.C.C.Grade M-30 with minimum cement concrete content @ 375kg/cum
23.1
101432
4391
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Construction of Shoulders (Construction of shoulders as per clause408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and\ scrapping of existing surface, providing required cross fall,compacting. watering rolling and royalty charges etc. complete
B With smooth wheeled roller
14.36
3977
277
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Sub Divisional Officer
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-
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Public Work Department (B/R)
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Sub Division Mungeli
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