Public Works Department Tender
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Public Works Department - PWD Tender
Civil Works Roads
Eprocure
Opening Date22 Feb 2021
Closing Date12 Mar 2021
Tender Amount₹ 85,66,440
Costs
EMD
₹ 7,65,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEUVZ_557847_1Bid Award Id
ViewTender No
493/53M-MZP Circle/25-01-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) 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.(WBM III)
480
-
2800
Providing and applying primer coat with Slow Setting bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.700 kg/sqm using mechanical means as per Technical Specification Clause 502
7000
-
27
Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 Kg/sqm on the prepare granular surface treated with primer & cleaned clause 503. (Execluding GST)
7000
-
11
Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen/CRMB or emulsion @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508. (Execluding GST)
7000
-
119
Providing and laying seal coat ( Type C) sealing with Bitumen (VG-10) the voids in a bituminous surface laid to the specified levels, grade and cross fall using minumum 6.50 Kg per 10 Sq mt as per Technical Specification Clause 510. (Execluding GST)
7000
-
41
Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I. (Execluding GST)
2000
-
80
Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252. (Execluding GST)
680
-
110
P.C.C with cement, coarse sand and 40 mm gauge stone ballast in the proportion of 1:3:6 respectively in foundation & plinth including cost of material, labour, T&P etc. required for proper completion of the work
105
-
4850
Coursed Rubble masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702,704, 1202 & 1203.(Cement Mortar 1:4, 2nd short) (Execluding GST)
800
-
3800
Supplying, laying, jointing and fixing of 350 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I. (Execluding GST)
22.5
-
1090
Supplying, laying, jointing and fixing of 600 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I. Execluding GST
15
-
1900
Raised pointing with cement and fine sand mortar in the proportion of 1:3 respectively over stone masonary including all material, labour, T&P etc. required for proper completion of work. (Execluding GST)
520
-
65
Supply fitting and placing MS bar reinforcement in supperstructure complete as per drawing and techanical specificatin Clauses 1002. (Execluding GST)
21
-
5200
Providing and laying Reinforced Cement Concrete (M-25) in suberstructure as per drawing and techanical specification clauses 800 (Excluding cost of Reinforcement). (Execluding GST) on slab.
24
-
6100
C.C with cement, coarse sand and 20 mm gauge stone ballast in the proportion of 1:2:4 respectively including cost of material, labour, T&P etc. required for proper completion of the work & as per S.I. No. 279. (Execluding GST)
12
-
5500
Providing and laying Cement Concrete (M-25) in Fundation and plinth as per labour technical specification MORD 800 1200 and machinary & material technical specification 800 (vi-i)
24
-
6150
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (Execluding GST)
55
-
2480
15 MM thick plaster with cement and fine sand mortar in the proportion of 1:4 respectively including all material, labour, T&P etc. complete as per direction of E/I.& as per S.I. No. 584 (Execluding GST)
13
-
150
Providing weepholes in stone masonry, plain/reinforced concrete abutment, wing wall, ret.wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 as per S.I.No.574 (Execluding GST)
90
-
100
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