Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 34,13,120.81
Costs
EMD
₹ 3,50,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1009266_1Tender No
1102/352C/Etender dt 17.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Brick Masonry Work in cement mortar 1:3 in substructure complete excluding pointing and plastering as per Drawing and Technical Specifications
108.4
7285
789694
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Supplying, fitting and placing HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications Clause 1002, 1010 and 1202
2.1
82045
172294.5
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Drainage Spouts complete as per drawing and Technical specification Clause 1209
4
840
3360
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Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
13.35
8600
114810
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Pointing with Cement mortar (1:3) on brick work as per Technical Specification Clauses 613.3 and 1204
131.85
75
9954.68
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Plastering with Cement mortar (1:3) on brick work as per Technical Specification
3.39
235
796.65
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Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8
58.5
2045
119632.5
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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
51
320
16320
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Approach Road: Construction of embankment (Carted Earth) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
1000
150
150000
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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.
36.09
4435
160059.15
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Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density
21.09
5280
111355.2
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Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density
21.09
5200
109668
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .
281.25
30
8550
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Providing and applying tack coat with bitumen VG-10 using bitumen pressur distributor @ of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrualic broom as per Technical Specification Clause 503
281.25
13
3656.25
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line,grade and level to serve as wearing course on a previously prepared
281.25
179
50343.75
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C as Technical Specification Clause 511
281.25
66
18703.13
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Brick edgeing on both sides of the road of first class brick 8 cm (3") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. As Per S.I No-765
0.05
91200
4560
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Boring with 100 mm dia Casing pipe with Dewatering including cost of pipes, all other materials, labour Charges etc complite as per direction of E/I.
2
4470
8940
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Dewatering of the area for excavation of earth etc upto complete work.
100
84
8400
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Distmantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters ( 200 feet). As per SOR No-692
5.1
480
2448
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DIVERSION WORKS Construction of embankment (Carted Earth) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
675
155
104625
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Brick soiling with straight overburnt brick laid on edge flat and dry including preparation of subgrade to prescribed camber and including supply of briks, filling joints, with local earth spreading blinding coats 1 cm. (3/8") deep of local earth of P.I. 5 to 7 or sand over the entire surface & including labour and T&P etc. required for proper completion of work. As per SOR No-262(B)
270
494
133380
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Laying reinforced cement concrement pipe in double row including fixing collar but including excavation etc complete.
10
1800
18000
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