Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date15 Dec 2018
Closing Date29 Jan 2019
Tender Amount₹ 4,54,62,449
Costs
EMD
₹ 9,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPKDA_283906_1Bid Award Id
ViewTender No
D/54/AA3/KDA/18-19Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Construction of granular sub base by providing close graded materials spreading in uniform layers with motar grader on prepared surface, mixing by mix in place method with rolavatorat OMC and compacting with vibratory roller to achieve the desired density completes as per clause 401
73
-
2820
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Providing and laying of wet mix macadum by providing close graded material sprerdding in uniforms layers with motor graders on prepared surface mixing by mix in place metod with rolavatroat OMC and compecting with roller to achive reqired dencity complete including supply of all material labour tnp required proper complition of work.
79
-
3125
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.75 kg per sqm. using mechanical means as per technical specification class 502
315
-
25.8
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Providing and applying tack coat with bitumen emulsion pressure distributor @ 0.25 Kg/sqm anther prepared bituminous/granular surface cleaned with mechanical broom before B.M/ SDC
315
-
9.5
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P/L Bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hours using crushed aggregates of specified grading premixed with bituminous binder transported to site Laid over preiously prepared surface with paver finisher including supply of all material labour T&P required proper completion of work (3.4%VG-30).
52
-
6440
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P/L semi dance bituminous concrete 25 mm thick compacted with 100-120 TPH batch type HMP prosecuting an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site laying with hydraulic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory type roller to achieve the desired compaction as per MORT & H specification clause no 508.
29
-
7830
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Wideing & REPAIRING ROAD
-
-
-
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20mm thick layers including ramming and dressing the surface to required levels and slope and also including 1.5 lift and 30m lead the earth from cutting to be used in making embankment.
2800
-
95
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Cartege of earth including loding unloding and cartage of 5.00 km etc all complete as per directed by E/I.with royality. (S.NO-253A+Cartage+for Disposal.
2800
-
138.4
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Construction of granular sub base by providing close graded materials spreading in uniform layers with motar grader on prepared surface, mixing by mix in place method with rolavatorat OMC and compacting with vibratory roller to achieve the desired density completes as per clause 401
2376
-
2820
... More
Providing and laying of wet mix macadum by providing close graded material sprerdding in uniforms layers with motor graders on prepared surface mixing by mix in place metod with rolavatroat OMC and compecting with roller to achive reqired dencity complete including supply of all material labour tnp required proper complition of work.
200
-
3125
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.75 kg per sqm. using mechanical means as per technical specification class 502
800
-
25.8
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Providing and applying tack coat with bitumen emulsion pressure distributor @ 0.25 Kg/sqm anther prepared bituminous/granular surface cleaned with mechanical broom before B.M/ SDC
12000
-
9.5
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P/L Bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hours using crushed aggregates of specified grading premixed with bituminous binder transported to site Laid over preiously prepared surface with paver finisher including supply of all material labour T&P required proper completion of work (3.4%VG-30).
990
-
6440
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P/L semi dance bituminous concrete 25 mm thick compacted with 100-120 TPH batch type HMP prosecuting an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site laying with hydraulic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory type roller to achieve the desired compaction as per MORT & H specification clause no 508.
552
-
7830
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P/L of 80mm thick rubber moulded interlocking tyles over 40mm thick local sand including supply of all material labour tnp required proper complition of work. (Approved Rate)
4480
-
669.5
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P/Laying of HOT applied thermo plaster 2.5mm thick inelaying rtefier clorising glam beads @ 250gram/sqm thickness of 2.5mm in exclusive of surface applied glam beads as per IRC 35 THE FINISHED SURFACE TO BE LEVEL CONFORM AND FROM Streaks and hold.
280
-
345.45
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CONSTUCTION OF DIVIDER
-
-
-
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Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 30m including filling watering and removal of surplus earth as directed by the Engineer-in-charge specification all complete.
144
-
110
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P.C.Concrete with 40mm gauge stone ballast, C sand, cement in 1:4:8 proporation in foundation of material, labour, T and P etc complete. (SI NO-281)
48
-
4800
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R.C.C. work in wall with1:1.5:3 Ratio cement concret work including supply of all material labour and T&P etc excluding the cost of Re-inforcement. Binding wire necessary centeraing & shuttring.
160
-
7700
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MS or iron work in plain work such as R.B., RCC work (when not included in over all rates) wrought to requirec shape as necessuary including Bendig for Proper Completion of the work & also supply of steel &its westage Bend Hooks & Authrosied Over Lapping shall be measured up to floor two level.
251.2
-
5500
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15mm thick Cement plaster with 1:3 cement c-sand mortar with supply of all the material labour T&P etc
800
-
175
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Finishing wall with water proofing cement paint of approved quality with two coat to given an even shade including supply of all materials labour T&P complete . (S.I.N-660)
800
-
51
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DRAIN
-
-
-
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Dismentling of b/w cement mortar and stacking of material as per direction of E/I (si-692)
588
-
380
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Deduction cost of bricks /w.(si-1a)
67620
-
5.6
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Deduction cost of b/b.(si-2c)
441
-
850
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Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 30m including filling watering and removal of surplus earth as directed by the Engineer-in-charge specification all complete.
1406
-
110
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Cartege of earth including loding unloding and cartage of 5.00 km etc all complete as per directed by E/I.with royality. (S.NO-253A+Cartage+for Disposal.
1406
-
138.4
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Cement concrete with 4 cm gauge stone ballast fine sand & cement in proportion of 4:2:1 including supply of all material labour T & P etc required for proper completion of the work as per direction of E/I. SI.No. 279/2018
135
-
5830
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R.C.C. work in raft with1:1.5:3 Ratio cement concret work including supply of all material labour and T&P etc excluding the cost of Re-inforcement. Binding wire necessary centeraing & shuttring.
303.45
-
6611
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R.C.C. work in wall with1:1.5:3 Ratio cement concret work including supply of all material labour and T&P etc excluding the cost of Re-inforcement. Binding wire necessary centeraing & shuttring.
710.12
-
7700
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R.C.C. work in slab with1:1.5:3 Ratio cement concret work including supply of all material labour and T&P etc excluding the cost of Re-inforcement. Binding wire necessary centeraing & shuttring.
16.2
-
7091
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MS or iron work in plain work such as R.B., RCC work (when not included in over all rates) wrought to requirec shape as necessuary including Bendig for Proper Completion of the work & also supply of steel &its westage Bend Hooks & Authrosied Over Lapping shall be measured up to floor two level.
2019
-
5500
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