Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 30,50,000
Costs
EMD
₹ 3,05,000Document Cost
₹ 944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUBZ_985328_1Tender 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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Cement Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work.as per S.I. No. 280
7.8
6550
51090
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Furnishing & Placing reinforced/ cement concrete in super structure a per drawing and Technical Specification
15.75
11600
182700
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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
9.5
7150
67925
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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
1787
165
294855
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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
88
3107
273416
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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
157
32
5024
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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
157
110
17270
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Construction of K.C. Drain Brick Masonry in 1:3 Cement Mortar SI NO 306
14.5
5150
74675
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100 mm P.C.C. 1:3:6 SI NO 280
8.3
6650
55195
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Plastering (1:3) SI NO 583
94
180
16920
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Construction of Chute Drain Earthwork in excavation SI NO 251
11.82
120
1418.4
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P.C.C. 1:3:6 SI NO 280
6.96
6650
46284
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Class-150 brick work in 1:4 cement and coarse sand mortar SI NO 305
16.98
5050
85749
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Plastering (1:3) SI NO 583
141.6
180
25488
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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.
8
4755
38040
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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.
1125
14
15750
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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.
1125
217
244125
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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
1125
73
82125
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Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of brick filling joibts with local earth spreading a blinding coat of 1cm. (3/8") depth of local earth of P.I.5 to 7 or sand over the entire surface & including labour, T & P etc. required for proper completion of the work. as per S.I. No. 762b
400
468
187400
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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
90
100
9000
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