Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date23 Dec 2024
Closing Date30 Dec 2024
Tender Amount₹ 1,22,44,000
Costs
EMD
₹ 2,44,880Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_439761_2Bid Award Id
ViewTender No
E-NIT No. 09/2024-25 SE PWD Circle Sawai MadhopurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
900
30
27000
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
-
-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
900
61
54900
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By Mix in Place Method (Construction of granular sub-base by providing close 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 clause 401), for grading-III Material
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
37.19
502
18669.38
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
403.2
502
202406.4
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Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
100.5
822
82611
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
100.5
822
82611
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
9517.5
7
71381.25
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
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-
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder, For Patch
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
9665.02
99
956836.98
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B, Premixed Seal Coat
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
9517.5
38
361665
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Dry Lean Cement Concrete Sub- base (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 25 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.)
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
24.79
2123
52629.17
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
67
2123
142241
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
205.75
2123
436807.25
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
55.5
5739
318514.5
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
158.1
5739
907335.9
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
435.6
5739
2499908.4
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . 300mm dia
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
15
1860
27900
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
22.5
1860
41850
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
507.6
666
338061.6
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil upto 3 m depth.
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
135.93
92
12505.56
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
575.7
92
52964.4
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
559.5
92
51474
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Plain cement concrete 1:4:8 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
9.48
3009
28525.32
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
59.42
3009
178794.78
... More
Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
57.39
3009
172686.51
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
80.34
3450
277173
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
520.78
3450
1796691
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
496.48
3450
1712856
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 ( 12.8.B), Hounching
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
48.61
4462
216897.82
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
48.43
4462
216094.66
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . 1000 MM dia
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
60
4544
272640
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
60
4544
272640
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
10.8
517
558.36
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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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
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-
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
25
97
2425
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
300.38
1062
31900.36
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Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
300.38
1062
31900.36
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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-
-
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Construction of Vented Causeway A/R to Kotra at Ch. 0/0 VR
37.19
1191
44287.34
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Construction of Vented Causeway A/R to Kotra at Ch. 1/200 VR
100.5
1191
119695.5
... More
Construction of Vented Causeway A/R to Kotra at Ch. 0/700 VR
100.5
1191
119695.5
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