Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Eprocure
Opening Date26 Jul 2018
Closing Date17 Aug 2018
Tender Amount₹ 64,17,001
Costs
EMD
₹ 1,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UPKDA_233441_1Bid Award Id
ViewTender No
R/635/AA2/KDA/17-18Tender 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.
3125
737500
236
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
26.6
42294
1590
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
9.8
15582
1590
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
6500
520000
80
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
7960
318400
40
17. Brick Edging Both side 12 cm wide and 23 cm Deep Laid with Mud Mortar including all Labour Material T&P etc. all Complete.
64
20160
315
S/L of 80mm thick of rubber mold interlocking tiles with 40mm local sand etc.
669.5
553676
827
Cartege of earth including loding unloding and cartage of 5.00 km etc all complete as per directed by E/I. disposal
138.4
114595
828
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.
110
39710
361
Concrete with 40mm gauge brick ballast, C sand, cement in 12:6:1 Infoundation including cast of material, labour, T and P etc complete.
2800
184800
66
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.
4500
616500
137
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
7091
56728
8
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
5400
51300
9.5
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.
6100
61000
10
12mm plaster with 1;3 c/c, sand including supply of all material labour t&p etc all complete.
160
75520
472
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
110
37510
341
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.
5200
109200
21
Supply of 250 mm dia RCC hume pipe NP-2 Class with ISI marked all complete.as per PMY houses sanction rate.
385
121275
315
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
250
78750
315
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. 1:4:8 in base and channel. B/W 1:4 cement and course sand mortar, 12mm plaster in 1:4 cement and C.Sand mortar finish
25250
126250
5
Construction of Chamber size 0.60x0.60x1.50m size as per standard design and specification of KDA Consisting Base Concrete 1:4:8 Brick work, 10 cm thick plaster 1:4 Cement & Coarse sand with Neat cement Finished with including Fero cement Cover Fixing
9300
18600
2
(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 course sand Mortar 10mm thick cement plaster in 1:4 cement and coarse sand mortar withneat finished and include.
10500
26250
2.5
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 course sand Mortar 10mm thick cement plaster in 1:4 cement and coarse sand mortar withneat finished and include.
4250
4250
1
LAYING WATER SUPPLY NETWORK
-
-
-
Providing and laying following Dia ductive iron pipe K-7 with carting.
-
-
-
(a) 100 mm dia
782.34
246437
315
Supply and stacking of following dia CID Joints at site as per direction of work at complete E/I.
-
-
-
(a) 100 mm dia
278.6
35103
126
Supply and stacking of DI specials suitable differents dia at site of work/store. DSR NO-18.68.2016
11947
238940
20
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
110
10450
95
Supply and Stacking of Following Size Sluice Value ISI Approved Double Fingaed Confirming to IS 780/84 class PN 1 UP to 200 mm Dia and Above Conferming 70IS 290/84© 100mm dia.
2624.79
5249
2
Construction of sluice valve chamber as per standard design and specification of KDA 0.60x0.60x1.50M
4250
8500
2
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