Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Eprocure
Opening Date
3 Jul 2019Closing Date
26 Jul 2019Tender Amount
₹ 2,96,54,166Costs
EMD
₹ 10,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPSBC_359976_1Bid Award Id
ViewTender No
1299/19-A-1/CPM-Bly/2019-20 Dt. 01-07-2019Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
GEM & Bid Advisory Services
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Documents
Tender Documents and Safety Manual
BOQ Items
Cemented Base (WMM III + Cement 4%) Providing, laying, spreading and compacting graded 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 proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. including 4% cement (OPC) & its mixing with manual Means.
280
-
4646
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 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 Type as per Technical Specification Clause 508)
2800
-
155
Providing and laying seal coat by manual means with VG-10 grade bitumen 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.
2800
-
61
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
2800
-
20
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
2800
-
8
Earthwork in Patri
Construction of shoulders with approved material obtained from borrow pits with all lifts and 2 Km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Including royalty.
550
-
123
Brick Edging on Both Sides of Carriageway. Sl. No. 765
0.4
-
57000
Brick soling with straight over burnt bricks laid on Edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work. Sl No. 762 (b)
1200
-
380
ADDITIONAL APPROACH
-
-
-
Earth Work in filling for making Embankment with 12.0m Top width & 1:2 Side Slope with Carted Earth with in 5.0km area.
17425.91
-
123
Cemented Sub-Base (GSB + 2% Cement OPC) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% OPC with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401
485.91
-
4334
Cemented Base (WMM III + Cement 4%) Providing, laying, spreading and compacting graded 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 proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. including 4% cement (OPC) & its mixing with manual Means.
359.93
-
4646
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 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 Type as per Technical Specification Clause 508)
3599.29
-
155
Providing and laying seal coat by manual means with VG-10 grade bitumen 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.
3599.29
-
61
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
3599.29
-
20
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3599.29
-
8
Earthwork in Patri
Construction of shoulders with approved material obtained from borrow pits with all lifts and 2 Km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Including royalty.
989.8
-
123
Brick Edging on Both Sides of Carriageway. Sl. No. 765
0.96
-
57000
1000 mm dia NP3 Pipe
2
-
176701
350 mm dia Gule pipe
2
-
36168
PROTECTION WORK
-
-
-
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253
3242.11
-
123
Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications.
533.94
-
4163
Providing and laying stone boulder pitching using 25-60 kg stone boulder 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 (MORT&H Specification no 2504)
2135.77
-
3934
Construction of K.C. Drain
800
-
1321
Construction of Chute Drains
321
-
2221
Evaluation Notes How It Works ?
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