Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Eprocure
Opening Date
5 Nov 2019Closing Date
2 Dec 2019Tender Amount
₹ 4,18,05,729Costs
EMD
₹ 23,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPSBC_399689_1Tender No
2072/camp/gm/kanpur/2019-20Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (R.C.C. M-30 Grade in Well curb)
75.38
-
7700
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (PCC M15 Grade in Well Steining.+False Steining)
962
-
7000
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (PCC M20 Grade in Bottom Plugging.)
230
-
6800
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (P.C.C. M-20 grade in Intermediate plug.)
17
-
6350
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. (R.C.C. M-20 grade in Well cap.)
123
-
6600
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
-
-
-
Beyond 0m upto 3m depth
12
-
4500
Beyond 3m upto 10m depth
28
-
6400
Beyond 10 m upto 20 m
36
-
19000
Beyond 20m upto 30 m
10.56
-
44800
Sand Filling in Wells complete as per Drawing and Technical Specifications. Sand filling in Well.
384
-
95
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
44
-
48500
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
176
-
7200
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
33
-
48500
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
552960
-
0.4
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Cross Beam M-40)
27
-
8700
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Deck Slab M-40)
153
-
8700
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (Crash Barrier M-40)
48
-
8700
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (P.S.C. Beam M-45)
229
-
8900
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
91
-
49700
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
13.5
-
105000
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
45
-
9800
Drainage Spouts complete as per drawing and Technical specification
15
-
2100
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6
-
5600
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
18
-
9000
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
30
-
3400
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Painting on concrete surface)
192
-
150
Providing, fitting and fixing 65 mm Dia G.I. Pipe railing complete as per drawing and Technical Specification
160
-
950
APPROACH ROAD
-
-
-
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
23574
-
110
Cement Treated 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 road roller at OMC to achieve the desired unconfined compressive strenth and to form a layer of base.
288
-
3150
Cement Treated Sub Base
Providing Laying and spreading on a prepared sub base 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 un confined compressive strength and to form a layer of base.
280
-
3300
Providing and applying Tack coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.35 kg/sqm using mechanical means.
2800
-
12
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
2800
-
140
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats
2800
-
42
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.
1200
-
300
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.
400
-
110
Construction of K.C. Type side drain including excavation of earth work in soil using manual means including loading truck for carying of cut earth to embankment site with all lift and lead upto 1000 meters., plain/reinforcement cement concrete in open foundation complete as per Drawing and Technical Specification Lean Concrete M-15, Brick Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastring, Struck pointing on Brick work with cement mortar in 1:2 including supply of all material, labour t&p etc., 12 mm thick plasting as per attached drawing
800
-
1400
Construction of Chute drain including excavation of earth work in soil using manual means including loading truck for carying of cut earth to embankment site with all lift and lead upto 1000 meters., plain/reinforcement cement concrete in open foundation complete as per Drawing and Technical Specification Lean Concrete M-15, Brick Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastring, Struck pointing on Brick work with cement mortar in 1:2 including supply of all material, labour t&p etc., 12 mm thick plasting as per attached drawing
144
-
770
ADDITIONAL APPROACH ROAD
-
-
-
Earth Work in filling for making Embankment with 12.0m Top width & 1:2 Side Slope with Carted Earth with in 5.0km area.
8526
-
110
Cement Treated 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 base
395
-
3150
Cement Treated Base
Providing Laying and spreading material on a prepared sub base 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 un confined compressive strength and to form a layer of base
375
-
3300
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
3750
-
140
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3750
-
12
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats
3750
-
42
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.
750
-
110
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
901.47
-
110
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
398
-
1500
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)
957
-
2750
Evaluation Notes How It Works ?
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