Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Eprocure
Opening Date15 Feb 2021
Closing Date22 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 2,15,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPSBC_554907_1Bid Award Id
ViewTender No
3115/E-TENDERTender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
WBM-GII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibtratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisaite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Thickness 0.075 M)
105
-
3470.25
WBM GIII- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibtratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisaite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Thickness 0.075 M)
105
-
3648
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
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
-
134.49
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
-
38.18
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
6214.63
-
107.25
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
134.16
-
3603.75
WBM-GII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibtratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisaite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
74.53
-
3472.25
WBM GIII- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibtratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisaite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
74.53
-
3648
Providing & laying brick edging on both side of the road with first Class (M-150) bricks 8 c wide and 12cm deep with mud mortar including labour & supply of bricks finishedto requinred grade and in proper alignment and also including dressing & reamming the excabated earth, labour, T&P etx required for proper completion of work as directed by E/I as per SI No-765 etc in Km.
0.27
-
4725
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.
993.75
-
6
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.
993.75
-
134.49
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.
993.75
-
38.18
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
135.55
-
58.1
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. (Thickness 240 GSM)
1877.14
-
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 0.30M and weight of boulder 40 Kg)
1719.39
-
3178.7
Construction of Chute Drain Work
16.58
-
1213.93
Construction of K.C. Drain Work
200
-
932.94
Evaluation Notes How It Works ?
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