Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Eprocure
Opening Date15 Apr 2021
Closing Date27 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,11,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPSBC_582666_1Bid Award Id
ViewTender No
108/E-TENDERTender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
Cement Treated Subbase Providing, laying and spreading Material on a Prepaired 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 (Thickness 10 cm)
146
-
3111
Cement Treated Base Providing, laying and spreading Material on a Prepaired sub base, cement @ 4% by weight to the spread Material manually mixing in piace with rotavator and compacting with the road roller a OMC to achieve the desired unconfined compressive strength and to form a layer of Base (Thickness 10Cm)
140
-
3354.75
Tack Coat- Providing and applying tack coat with bitumen VG-10 @ 0.40 Kg per sqm. On the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clasue 503 and as per direction of Engineer in charge of work.
1400
-
6.75
20mm thick Open-Graded Premix Carpet using Bituminous-Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 136.2 to 5.6 mm aggregates eighter using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse 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 lavel and grades to be followed by seal coat as per Technical Specification clause 508 and as per direction of Engineer in charge of work.
1400
-
120.75
Providing and applying seal coat type"C" comrising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne KN static roller and finishing to required level and grades as per Technical Specification Clause 510 and as per direction of Engineer in charge of work.
1400
-
37.47
Additional Approach Road
-
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upt 1.5 m, transporting to site, spreading, grading to required slope and compacting to 95% of procter density to meet requirement of Tyable 3001. and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5
31053.02
-
95.25
Cement Treated Subbase Providing, laying and spreading Material on a Prepaired 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 (Thickness 10Cm)
197.5
-
3111
Cement Treated Base Providing, laying and spreading Material on a Prepaired sub base, cement @ 4% by weight to the spread Material manually mixing in piace with rotavator and compacting with the road roller a OMC to achieve the desired unconfined compressive strength and to form a layer of Base (Thickness 10 Cm)
187.5
-
3354.75
Tack Coat- Providing and applying tack coat with bitumen VG-10 @ 0.40 Kg per sqm. On the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clasue 503 and as per direction of Engineer in charge of work.
1875
-
6.75
20mm thick Open-Graded Premix Carpet using Bituminous-Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 136.2 to 5.6 mm aggregates eighter using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse 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 lavel and grades to be followed by seal coat as per Technical Specification clause 508 and as per direction of Engineer in charge of work.
1875
-
120.75
Providing and applying seal coat type"C" comrising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne KN static roller and finishing to required level and grades as per Technical Specification Clause 510 and as per direction of Engineer in charge of work.
1875
-
37.47
Protection Work
-
-
-
Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251
92.17
-
77
Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.(Thikness 240GSM)
2204.34
-
118.3
Providing and laying stone boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone (Thickness 0.30 M and Weight of boulder 40Kg)
706.39
-
2565.5
Construction of Chute Drain Work
154.86
-
1213.93
Construction of K.C. Drain Work
400
-
932.94
Evaluation Notes How It Works ?
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