Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date17 Dec 2021
Closing Date28 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,715Tender 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_CEJNS_657772_1Bid Award Id
ViewTender No
8296/44 C-Jhansi Circle/21 Date 23-11-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 (RCC M-25)
391.32
-
8725.47
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding cesscomplete as per Drawing and Technical Specifications. (14.20)
383.98
-
6071.02
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
81.51
-
2698
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Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8
9.48
-
2940.61
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Approach road- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
4778.71
-
86.9
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Construction of embankment with approved material obtained from borrow pits with al lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead uo to 1000 m as per techmnical spacification cause 303.1 including stablization with 2% staked lime including its mixing with rotabator complate two layer.
369.3
-
322.5
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Providing , laying and spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
73.8
-
3345.4
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Providing , laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
99.96
-
3502.8
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
56.52
-
97.4
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Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
700
-
14.6
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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 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 sutable 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 either type A or Type B or Type C as per Technical Sepecification Clause 508.
700
-
152.9
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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
700
-
53.6
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Protection Work- Providing and laying filter media under stone pitching on slope of embankment complete as per drawing and Technical specifications
134.16
-
2680
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
268.32
-
2698
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Diversion- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
761.6
-
86.9
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Supply & Laying of Hume pipe in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-3-Type (a) 1000 mm dia
25
-
4661.6
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Brick on edge floor with class 150 brick laid dry joint sand filled including preparation of base to proper slops and its ramming including supply of all materials, labour and tools and plants etc, required for completion of the work. As per S.I, No -615
525
-
445
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Providing and fixing road safety and signage board, Retro-reflectorised informatory sign board (1.2 m x 0.9 m) as per IRC: 67 made of high intensity grade sheething fixed over aluminium sheets sporated single mild steel angle iron post 75x75x6 etc. complete including fixing (information regarding schem and other details).
2
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20200
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 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 conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
120
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3511.2
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