Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Jul 2020
Closing Date24 Jul 2020
Tender Amount₹ 90,78,000
Costs
EMD
₹ 6,54,000Document Cost
₹ 2,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDPW_491853_1Bid Award Id
ViewTender No
1886/8 Kam/e_Tendering/2020-21 Dated 08-07-2020Tender 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 M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (For Cut-Off wall and Raft)
85
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8653
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Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (For Abutment, Wall and Hentch)
70
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9907
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Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( For Slab, Hentch, Kerb wall)
79
-
9907
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Plain/reinforced cement concrete in M-20 substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For Apron curtain wall and Retaining wall)
210
-
8682
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
199
-
5900
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Providing and laying O.B.B. material underneath brick work in drain complete as per drawing and technical specifications Clause 1302
103
-
1964
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Providing and laying boulder apron for both side pittching of approch etc with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (For Embankment Approach)
230
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4400
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Providing and laying boulder apron for bed protection etc with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (For Apron)
102
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4400
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Construction of subgrade and earthen embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and watering and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. For Approach Ch. 0.000 to 0.190 Km.
8400
-
182
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Cement Treatment Sub Base 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. For Approach (10-10 M Both side of Minor Bridge)
11.75
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5205
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Cement Treatment Base Providing, laying and spreading material on a prepared sub grade, adding 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 Base. For Approach (10-10 M Both side of Minor Bridge)
11.25
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5565
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Tack Coat- Providing and applying Tack coat with bitumen VG-10 using rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom as per Technical SPecification Clause 503 For Approach (10-10 M Both side of Minor Bridge)
112.5
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11.9
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Open Graded Premix Carpet 20mm thick-Providing, laying and rolling of open - graded premix carpet of 20mm 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 either Type A or Type B or Type C as per Technical Specification Clause 508. For Approach (10-10 M Both side of Minor Bridge)
112.5
-
172
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Seal Coat- 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 For Approach
112.5
-
63
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