Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Aug 2024
Closing Date19 Aug 2024
Tender Amount₹ 4,02,31,000
Costs
EMD
₹ 22,12,000Document Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDPW_943722_1Bid Award Id
ViewTender No
2304/98Com-Gonda Circle/24-25 Dt. 27.7.24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in Falls Steining complete as per Drawing and Technical Specification.
66.32
848896
12800
Sinking of 5.0 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.( 0 to 3.00 M )
12
114000
9500
Sinking of 5.0 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.(3.00 to 10.00 M )
28
518000
18500
Sinking of 5.0 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.(10.00 to 180.00 M )
16
368000
23000
Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification.M-25+10%
141.33
1582896
11200
Plain/Reinforced Cement Concrete M25 Grade , in Well Foundation in Intermediate and Top Plugging of well complete as per Drawing and Technical Specification.M15+10%
54.41
609392
11200
Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification.
83.24
915640
11000
Supplying, fitting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing and technical specification.
26
2509000
96500
Sand Filling in Wells complete as per Drawing and Technical Specifications.
512.36
69168
135
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier RCC Grade M-30. Pier Concrete of M-30
46
588800
12800
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment column RCC Grade M-30. Abutment Column in M-30
27.5
352000
12800
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Abutment Top beam RCC Grade M-30. Abutment Top Beam in M-30
21.5
275200
12800
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Pier Cap RCC Grade M-30. Pier Cap concrete in M-30
48.4
619520
12800
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Back wall / Wing wall RCC Grade M-30. Back Wall / Wing Wall in M-30
29.7
380160
12800
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification. Bearing pedestal RCC Grade M-30. Bearing Pedestal
1.7
21760
12800
Supplying, fitting and placing uncoated HYSD bar reinforcement in sub structure complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap, Back wall / Wing wall, Bearing pedestal.
19.4
1872100
96500
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 PART II section IX Clause 2005 of MoRTH & H specification complete as per drawing & technical specification.
460800
506880
1.1
Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Main beam M-30
162
1895400
11700
Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. X-beam M-30
26.78
313326
11700
Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Deck-slab M-30
103.28
1208376
11700
Furnishing and placing cement concrete including reinforcement in super structure complete as per drawing and technical specification. Approach slab M-30
19
222300
11700
Furnishing and placing cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification. C.C Wearing Coat M-30
30.38
355446
11700
Supplying, fitting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing and technical specification. Pier, abutment column & top beam, pier cap. Main & X-beam, deck slab, approach slab, Crash barrier.
48.8
4709200
96500
Elastomeric slab seal expension joint providing and laying of elastoric slab seal joint catering to right of skew (less than 20 Deg.) Moderately curved with maximum horizontal movement upto 50 mm complete as per drawing and standerd specification to be installed by the manufacture / supplier or their authorize representative ensuring compliance to the manufacture's instruction for installation and clause 2606 of MoRTH & H specification.
30
144000
4800
Drainage spouts complete as per drawing and technical specification.
10
55050
5505
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
125
280625
2245
Construction of Embankment with approved material obtained from borrow pits with a lift and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.2
18000
3330000
185
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
288
1094400
3800
Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
336
1612800
4800
Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers of each 75mm thick with paver in sub base/base cures on well prepared surface and compaction with vibratory roller to achieve the desifred density (with bitumen emulsion SS1 @ 3.5% and OPC cement@ 1% by weight of mix)
294
2469600
8400
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.on primed surface.
2800
42000
15
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.
112
1377600
12300
Laying of Filter of dry OBB of 40 mm. size on slopes and apron including all lead & lifts & including all material, labour, T&P required for proper completion of work.
200
280000
1400
Laying stone boulder of 25-60 Kg. Stone in slope pitching with split up boulder including all material, labour, T&P etc. including carriage upto 100 m. on head load and 6 m lift required for proper completion of the work
400
1620000
4050
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