Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date17 Nov 2021
Closing Date25 Nov 2021
Tender Amount₹ 70,00,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEUVZ_643818_2Bid Award Id
ViewTender No
6046/53M-Mzp Circle/2021-22 Dt. 08-11-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Sand Filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km from the site of work and including watering dressing etfc rate to include coat of all materials, labour and T&P etc required for proper completion of the work. SI No. 255
65
-
650
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 ) (Nominal Mix 1:3:6)
50
-
6850
1st Class brick work in 4:1 fine sand and cement of 1.25 fineness modulus mortar in foundation & plinth including supply of all material labour and tools and plants etc required for proper completion of work.
95
-
4600
12mm thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 fineness modulus) over brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc. required for proper completion of the work as SI No. 582
60
-
150
Providing concrete for reinfoced Cement concrete in sub structure as per drawings and technical specification clauses R.C.C. Grade M 25
290
-
8000
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as neccessary including bending, and also including supply of steel and wastages and overlapping and hooks required for completion of the work.
340
-
6250
Making Lanching Approan including cost of stone bolder all labour and T&P. Etc and including all taxes with trade tax etc. Required for propep completion of the work
280
-
850
Providing and laying of Filter media with granuler materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to a thickness of not less then 600 mm with smaller size towards the soil and bigger size towards wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition complete as per drawing and technical specifications.
9
-
900
Providing and laying boulders apron/pithcing on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification (on the rever Side)
18
-
850
Back filling behind abtment, wing wall and behing return wall complete as per drawing and technical specification clause 1204.3.8 MORD 1200 12.10
300
-
700
Providing & fixing weep holes
30
-
90
Approach Road
Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead Cartage rate 1 km
1990
-
140
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 2% cement (OPC) in mechnical mixer (Pug milf) carriage of mixed material by tipper to site, laying in uniform layer base and compacting with smooth sheel roller to achive the desired density, complete as per Technical Specification Clause 401.
40
-
1920
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specificiation incluidng premixing the material with water at OMC and 4% cememnt (OPC) in mechanical mixer (Pug milf)carriage of mixed material by tipper to site, laying in uniform layer base and compacting with smooth roller of 80 to 100 kn weight to achieve the desired density including lighting, barrication and maintanance of diversion etc as per Table 400.11 & 400.12 and Technical Specification Clause 400
55
-
2470
Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
390
-
13
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 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.
390
-
158
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
390
-
55
Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge (SOR SI No. 253)
70
-
140
Making Diverson 155 meter long to provide road way during construction of minor bridge
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Claus. as per SOR No. 2.2
500
-
3
Supply of 1000 mm dia NP3 Hume pipe7.5 m length and 2 Nos collar for one culvert with collar (Laying and fixing four row)
15
-
3750
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 sheel roller to achive the desired density, complete as per Technical Specification Clause 401.
95
-
1680
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