Bus Stands Management And Development Authority Tender
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Bus Stands Management And Development Authority Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date2 Mar 2021
Closing Date23 Mar 2021
Tender Amount₹ 14,08,602 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 18,000Document Cost
₹ 350Tender Fee
Refer Documents
Summary
Construction Of New Bus Stand At Karsog Distt- Mandi Hp.
Description
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Contact
Tender Id
2021_BSMDA_44983_1Bid Award Id
ViewTender No
HPBSMDA/EE/(2)2018 Tenders (Vol-II)Tender Authority
Bus Stands Management And Development Authority ViewPurchaser Address
-Website
http://http://hpctbsmda.com/page/History
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Documents
BOQ Items
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Filling earth behind retaining wall including watering, ramming, consolidating and dressing complete, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
364
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Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge . in:- Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like.
448.6
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Providing and laying cement concrete 1:3:6 (One cement:Three sand:Six graded stone aggregate 40mm (Forty milimetre)nominal size) excluding cost of centring and shuttering in: (a) Foundation and plinth, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
5.85
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(b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. upto floor all levels, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
176.76
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Providing and laying mechaniciiy mixed vibrated cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:
(a) Foundations, footings, bases of columns and the like and mass concrete.
4.8
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Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level Tor steel up-to all lead and lifts, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
720
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Stone filling behind retaining walls, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
93.6
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Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete. 110 mm(One hundred ten milimetre) dia pipes, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
58.8
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Preparation of sub grade by dressing to camber(earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completeed as per HP. PWD specification, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
300
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Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re rolling the sub grade completed as per HPPWD specification, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
300
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Providing ,Laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to topper grade and camber, applying and brooming, stone screening / binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge . :- ` Grading 1 (90 to 45 mm) as per Technical Specification Clause 405. By Mechanical Means, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
22.5
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Grading 2 (63 to 45 mm) as per Technical Specification Clause 405. By Mechanical Means, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
22.5
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Grading 3 (53 to 22.4 mm) as per Technical Specification Clause 405. By Mechanical Means, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
22.5
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Providing and Applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non Bituminous surfaces cleaned with Hydraulic broom as per Technical specification clause 503, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
300
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Providing , laying and rolling of open graded premix carpet of 20mm (Twenty milimetre) thickness composed of 13.2mm to 5.6mm 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. Bitumen (VG-10), including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
300
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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 A Bitumen (VG-10), including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge .
300
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