Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date3 Apr 2021
Closing Date10 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 8,90,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CEUVZ_579340_1Bid Award Id
ViewTender No
1399/53m-mzp/20 2 date 4.03.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of 5x6 M Span Minor Bridge 1st class brick work in 4:1 fine sand and cement of 1.25 fineness modulus mortor in foundation & plinth including supply of all material, labour and tools and plants etc. required for proper completion of the work As per S.I. No. 305.
1350
-
4600
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Construction of 5x6 M Span Minor Bridge Furnishing and Placing Reinforced cement concrete grade M-25 in super-structure as per drawing and Technical Specification.
11.31
-
9000
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Construction of 5x6 M Span Minor Bridge R.C.C. Work with cement, approved coarse sand and 2 cm gauge approved stone ballast in proportion of M-20 in R.C.C. T. beam and slab and R.C.C. column excluding its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.,and also including supply of all material required for proper completion of the work. Binding wire to be supplied by the contractor free of cost As per S.I. No. 288(b).
163
-
8400
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Construction of 5x6 M Span Minor Bridge Mild steel work (TMT Bar HYSD) such as in reinforced concrete work wrought to required shape as necessary including bending and also including supply of steel and wastages and overlapping and hooks required for completion of the work As per S.I. No. 504.
150
-
6200
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Construction of 5x6 M Span Minor Bridge Laying Cement Concrete grade M-20 on road, slab consisting of cement, coarse sand and approved 20mm gauge stone ballast over prepared sub-grade after its rectifications & bringing it to proper camber and including supply of all material, labour, T&P etc. required for proper completion of the work, finished to required template as directed by E/I. but excluding cost metal required for reflection of the sub-grade As per S.I. No. 773(b).
23
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8000
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Construction of 5x6 M Span Minor Bridge Laying Cement Concrete grade M-15 on road, slab consisting of cement, coarse sand and approved 20mm gauge stone ballast over prepared sub-grade after its rectifications & bringing it to proper camber and including supply of all material, labour, T&P etc. required for proper completion of the work, finished to required template as directed by E/I. but excluding cost metal required for reflection of the sub-grade As per S.I. No. 773(a).
27
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7300
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Construction of 5x6 M Span Minor Bridge Struck cement pointing with cement mortor consisting of 1:2 one part cement and two part of sand of 1.25 F.M. including supply of all material, labour, tools and plants etc. required for proper completion of the work As per S.I. No. 574.
940
-
150
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Construction of 5x6 M Span Minor Bridge Supply and fixing of 10 cm internal dia P.V.C. (ISI) down pipes for drainage spout in slab complete with rose heads bends, and gratings and including supply of necessary M.S. clamps 25 cm x 3 mm fixed to walls with and including supply of 15 cm long 6 mm dia nails all materials, labour and T&P etc. required for proper completion of the work and also including repair of plaster, pointing etc. if damaged during fixing of the pipes as per S.I. No. 730.
11.1
-
145
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Construction of 5x6 M Span Minor Bridge Providing weep holes in brick masonary abutment, returns wall with 100mm dia AC pipe extending through the full with up the structure slope of 1(V) 20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7
200
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100
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Construction of 5x6 M Span Minor Bridge Providing and Laying filter media with granular material aggregates (6.7mm) as per specification to a thickness not less than 600mm with small size towards of the soil and bigger size towards and the wall and providing over the entire surface behind abutment wing wall return wall to the pull height compacted to farm condition complete as per drawing and technical specification clause 1204.3.8
50
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2400
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Construction of 5x6 M Span Minor Bridge Providing and Laying tarfelt paper below slab as per direction of engineer in charge.
37.8
-
83
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Construction of 5x6 M Span Minor Bridge Providing and fixing of 25mm premoulded bitumenious pad in expension joint including cost of all material labour T&P etc. complete as per market rate as per direction of engineer in charge.
27.97
-
150
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Construction of 5x6 M Span Minor Bridge Providing and laying boulder apron for bed protection and embankment slope with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighting less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.
150
-
1800
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Construction of Approach road & Additional Approach road Construction of embankment / patri with approved material Obtained from borrow pits (Carted earth) with a lift up to 1.50 m transporting to site spreading,grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. for approach road.
6000
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95
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Construction of Approach road & Additional Approach road Earthwork in cutting or in embankment / patri in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slopes and also including lift up to 1.50 m and lead upto 30 m. the earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge & as per S.I.No.253. for additional approach road.
900
-
80
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Construction of Approach road & Additional Approach road Providing, laying and spreading granular sub base Material on prepared sub grade, adding cement @ 2% by weight to the spread material manually mixing in place with rotavator and compacting with the road rollar at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
220
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2200
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Construction of Approach road & Additional Approach road Providing, laying and spreading wet mix mecadam Material on prepared sub base, cement @ 4% by weight to the spread material manually mixing in place with rotavator and compacting with the road rollar at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
300
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2500
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Construction of Approach road & Additional Approach road Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with mechanical broom as per Technical Specification Clause 503.
2150
-
10
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Construction of Approach road & Additional Approach road Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm nominal size (22.4mm-11.2mm) & 11.2mm nominal size (13.2mm-5.6mm) aggregates either using penetration grade bitumen @1.46 kg/sqm 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 three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification Clause 508.
2150
-
145
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Construction of Approach road & Additional Approach road Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510.
2150
-
45
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