Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Soon16 Jan 2025
Tender Amount₹ 20,00,000
Costs
EMD
₹ 2,00,000Document Cost
₹ 944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUBZ_985328_6Tender No
5163/A-2 DATED-05-12-2024Tender 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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Furnishing & Placing reinforced/ cement concrete in super structure a per drawing and Technical Specification
15.75
11587
182495.25
... More
Mild steel or iorn work in plain work such as in reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shapes as necessary and bending for the proper coppletion of the work and including supply of steel and its wastage etc. and all labour and tools and plants required for proper completion of work Note: the steel shall be bent cold and bends hooks and authorised over lapping shall be measured. as per S.I. NO. 504
9.8
7150
70070
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, upto 1km transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density.MORT &H 305 (3.18) AS per S.I. NO. 09
609
165
100485
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Providing and ercting a ' W ' metal beam crash barrier comprisng of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to IS:1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel sction 150x75x5 mm. 330 mm long complete as per clause 810
60
3107
186420
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Finishing walls with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all material, labour and tools & plants etc. required for proper completion of the work. As per S.I. No .662
275
32
8800
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required shade (Two or more coat applied @ 1.43 Ltr/10Sqm over and including base coat of water proofing cement paint applied @ 2.20kg/10sqm.) As per CPWD 13.47.1
275
110
30250
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Construction of K.C. Drain Brick Masonry in 1:3 Cement Mortar SI NO 306
13.77
5150
70941.25
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100 mm P.C.C. 1:3:6 SI NO 280
7.89
6650
52435.25
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Plastering (1:3) SI NO 583
89.3
180
16074
... More
Construction of Chute Drain Earthwork in excavation SI NO 251
6.7
120
803.76
... More
P.C.C. 1:3:6 SI NO 280
3.94
6650
26227.6
... More
Class-150 brick work in 1:4 cement and coarse sand mortar SI NO 305
9.62
5050
48591.1
... More
Plastering (1:3) SI NO 583
80.24
180
14443.2
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Part B (Approach/Additional Road) Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.
22
4737
104214
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Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503.
1901.5
14
26621
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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 penetration 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 Type C as per Technical Specification Clause 508.
1901.5
217
412625.5
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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
1901.5
73
138809.5
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Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) in
449.6
100
44960
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