Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Mar 2025
Closing Soon31 Mar 2025
Tender Amount₹ 34,12,735.32 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 3,60,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1020877_1Tender No
2057/352C/Etender/2024-25 dt 19.03.2025Tender 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
108.41
7250
785972.5
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
2.1
82000
172200
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Drainage Spouts complete as per drawing and Technical specification
4
840
3360
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Providing & Laying M:25 Grade Reinforced Cement Concrete in superstructure as per drawings, Technical specificaitons Clause 800 , 1205.4 and 1205.5
13.35
8650
115477.5
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Pointing with Cement mortar (1:3) on brick work as per Technical Specification
131.85
75
9954.68
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Plastering with Cement mortar (1:3) on brick work as per Technical Specification
3.39
230
779.7
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Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall to the full height compacted to afirm condition complete as per drawing and technical specification.
58.5
2040
119340
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Providing weep holes in brick masonary abutment ,wing wall and return wall with 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification.
51
320
16320
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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
1192.5
141
168858
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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
4450
160600.5
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Providing, Laying and Spreading and compacting stone aggregates of 63 - 45mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming stone screening, binding materials to fill up thienterstices of coarse aggregate, watering and compacting to the required density.
21.09
5330
112409.7
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Providing, Laying and Spreading and compacting stone aggregates of 53-22.4mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming stone screening, binding materials to fill up thienterstices of coarse aggregate, watering and compacting to the required density.
21.09
5250
110722.5
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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 tha rate of 0.75kg/sqm using manuual means.
281.25
30
8437.5
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(ii)Providing and applying tack coat with Bitumen VG-10 using Bitumen Preasure
distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
281.25
13
3768.75
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Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required l;ine, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat.
281.25
180
50625
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Providing and Laying Seal Coat "C" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fail.
281.25
67
18843.75
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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
91000
4550
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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
4450
8900
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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
484
2468.4
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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
787.5
141
111510
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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)
315
490
154350
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Laying reinforced cement concrement pipe in double row including fixing collar but including excavation etc complete.
60
1800
108000
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