Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Eprocure
Opening Date3 Sep 2018
Closing Date11 Sep 2018
Tender Amount₹ 2,37,48,488
Costs
EMD
₹ 4,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPKDA_246511_1Bid Award Id
ViewTender No
33/AA4/KDA/18-19Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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.
898
2806250
3125
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
6290
167314
26.6
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
6290
61642
9.8
P/L bituminous macadam compacted 50 mm thick with 100-120 TPH batch type H.M.P. prosecuting an average output of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder transported to site laid over previously prepared surface with paver finisher to required grade, level and alignment rolling as per P.W.D. specification clause 501.6 & 501.7 to desired compaction for strengthening
315
2047500
6500
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.
158
1257680
7960
Brick Edging Both side 12 cm wide and 23 cm Deep Laid with Mud Mortar including all Labour Material T&P etc. all Complete.
940
60160
64
S/L of 80mm thick of rubber mold interlocking tiles with 40mm local sand etc.
4770
3193515
669.5
Cartege of earth including loding unloding and cartage of 5.00 km etc all complete as per directed by E/I.
4192
580172
138.4
CONSTRUCTION OF DRAIN
-
-
-
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.
891
98010
110
Concrete with 40mm gauge brick ballast, C sand, cement in 12:6:1 Infoundation including cast of material, labour, T and P etc complete.
216
604800
2800
M-150 brick work in 1:4 cement and coarse sand mortar in foundation including supply of all material labour , T&P etc. required for proper completion of work.
525
2362500
4500
RCC work with cement Approved Coarse sand and 2 cm gauge appd. stone grit Proportion of 1:1.5:3 in slab Excluding supply of Rein Forcement and its Bending but including its Fixing and binding the same with 24 B.W.G GI. Binding wire and including Necessary
21
148911
7091
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
25
135000
5400
Cement Concrete in 1:2:4 for fixing of hold fass & all complete including supply of all material lab T&P etc complete as per direction of E/I of work.
67
408700
6100
12mm plaster with 1;3 c/c, sand including supply of all material labour t&p etc all complete.
2832
453120
160
LAYING SEWER LINE
-
-
-
Earthwork: Excavation in foundation etc. in ordinary soil including lift upto 1.5m lead upto 30m including filling watering and removal of surplus earth in to he trenches after laying pipe line in their position including T&P Engineer-in-charge all comp
999
109890
110
1:3:6 cement C sand and 4 CM gauge stone ballast including supply of all material labour T&P etc required for proper completion of work.
76
395200
5200
Supply of 250 mm dia RCC hume pipe NP-2 Class with ISI marked all complete.pmy(s.r)
940
361900
385
Carting Laying and Jointing of NP-2 RCC Hume Pipe in Proper Slope and Alignment Jointed with 1:2 Cement Coarse and with Spun yarn Including Placing the Saddle etc earth Below Invert Level Lowering Jointing the pipe with Collar in to the trench of the Line
940
235000
250
Construction of 1.0x1.20x1.50 mt. internal size manhole as per standard design and specification of K.D.A. and including 30cm thick C.C. 1:4:18 in base and channel. B/W 1:4 cement and c.s sand mortar, 12mm plaster in 1:4 cement and C.Sand mortar finish
20
505000
25250
Construction of Chamber size 0.60x0.60x1.50m size as per standard design and specification of KDA Consisting Base Concrete 1:4:18 Brick work, 10 cm thick plaster 1:4 Cement & Coarse sand with Neat cement Finished with including Fero cement Cover Fixing.
19
176700
9300
(A) Substraction of Masonary shift 1.00 x 1.20m size as per standard Design and specification of KDA Having One brick thick B/W in 1:4Cement and Coases sand Mortar 10mm thick cement plaster in 1:4 cement and coarse sand mortar withneat finished and include.
8
84000
10500
Substraction of Masonary shift 0.60 x 0.60m size as per standard Design and specification of KDA Having One brick thick B/W in 1:4Cement and Coases sand Mortar 10mm thick cement plaster in 1:4 cement and coarse sand mortar withneat finished and include.
10
42500
4250
Construction of I/C of 0.45x0.45x0.60 m internal size as per standard design ans specification of KDA and including with base concrete 1:5:10 brick work in 1:4 cement and core sand finished with neat cement covered including supply of all materials labour t&p etc. all complete.
88
290400
3300
Supply of NP2 R.C.C Hume pipe 150mm dia complete with cost of material, cartege up to side store, loading, unloading & All the texes
315
85050
270
Carting laying & jointing of NP2 R.C.C Hume pipe 150mm dia in proper slope & alignment jointed with 1:2 cement and coarse sand with squn yarn including lowering of pipe into trench testing the same also including the placing the saddle etc earth work below invent all complete R.C.C. pipe caller supplied at site by the contractor.
88
16720
190
LAYING WATER SUPPLY NETWORK
-
-
-
Providing and fixing polyvinyl chloride(PVC) pipes having thermal stability for hot & cold water supply including all PVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step PVC solvent cement trenching,refilling & testing of joints complete as per direction of E/I. 100 mm dia 6kg/cm2
940
286700
305
Earthwork: Excavation in foundation etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 30m including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of found
311
34210
110
Supply and Stacking of Following Size Sluice Value ISI Approved Double Fingaed Confirming to IS 780/84 class PN 1 UP to 100 mm Dia and Above Conferming 70IS 290/84© 100mm dia.
2
5249
2624.79
Supply of Air Valve of approved type ISI approved at site/ store. 100 mm dia/10
1
5753
5753.1
P/F 15mm dia B class ISI marked G.I. pipe complete with G.P. specials such as bends tdd socked cross clamps etc. E/W including filling the trench etc. required for proper completion of the work the rate also include supply of all mat. Labour, T&P etc. (S.R)
315
53550
170
P/F 15mm dia brass ferrule include supply of all mat., lab., T&P etc. required for proper completion of the work and also including boring and taping the main pipe line.
88
16640
189.1
Construction of sluice valve chamber as per standard design and specification of KDA 0.60x0.60x1.50
5
21250
4250
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