Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Feb 2025
Closing Date15 Feb 2025
Tender Amount₹ 14,35,000
Costs
EMD
₹ 1,44,000Document Cost
₹ 855Tender Fee
Refer Documents
Summary
Speical Repair Work Of 2 X 2 Box Culvert On Highway 28 To Jwaripur Bhaunka Link Road.
Description
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Contact
Tender Id
2025_CEUFZ_997258_20Bid Award Id
ViewTender No
38/10A/E-TENDERING/2025 DATE 07-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying cement concrete 1:2:4 Including supply of all material labour T&P etc required for proper completion of work and curing complete also cost of formwork in foundation as floors as per direction of Engineer-in-Charge. SOR 279(A)
6.66
7430
49483.8
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R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in base and wall and cover of U-Type drain excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. Including cost of all material labour T&P etc (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.) required for proper completion of work as per direction of Engineer-in-Charge. SOR 285(B)
50.81
8925
453479.25
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Mild steel or Iron in plain work such as reinforced concrete of reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of all stell and wastages and overlapping and hookes. SOR 504
3.99
72000
287280
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sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9
35.28
1050
37044
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Flexible Apron-Construction of flexible apron 0.75 m thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall.
21.06
3710
78132.6
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RCC Hume Pipes NP-3 inculidng collars/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 find sand) including testing of joints.1000mm dia NP-3 Class hume pipe.
7.5
6410
48075
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Construction of granular sub-base grade I by providing well 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 (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
38.44
3950
151828.13
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
11.81
4700
55518.75
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
23.06
4900
113006.25
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Brick edging on both sides of road with M-150 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the exca ed earth and diredted by Engineer-in-charge. (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.) SOR 765
0.03
82000
2460
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Providing and applying primer coat with bitumen emulsion (SS2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
157.5
33
5197.5
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Providing and applying tack coat with VG-10 bitumen using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(As per G.O.:- 10598M.T./ G.C./60M.T./ 2012 Dt 23.11.2012 (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
157.5
13
2047.5
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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 using VG-10 grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
157.5
190
29925
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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 per Technical Specification Clause 510 (Including Upkar, Levy fee, Toll and Royality but excluding G.S.T.)
157.5
66
10395
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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. Edge Line
6
618
3708
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Providing and fixing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. the report shall be submitted while quoting the tender. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. as per SOR Ch-26 item no.-1. Delinator
25
828
20700
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.(Informatory Sign Board-800mm x 600mm)
2
4530
9060
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)30x90cm (Left/Right) Object Hazard (For Culvert in Bridges)
4
3297
13188
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ll be paid extra for above all items as per Govt. Norms.
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