Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 May 2022
Closing Date9 Jun 2022
Tender Amount₹ 18,95,494
Costs
EMD
₹ 1,89,550Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPJDA_704591_1Bid Award Id
ViewTender No
558/JDA/2022-23Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. SOR No- 281
27
-
4175
Supply of R.C.C. Hume pipe including loading unloading cartage at the side as per direction of Engineer-in-harge. Market Rate
(a) 250 mm dia NP- 3
386
-
470
(b) 350mm dia NP- 3
47
-
1290
P/Carting of following RCC hume pipe S&S NP- class including carting from store to site of work lowering the same into trenches at different depth BGl true to the alignment and gradient including jointing with rubber ring and spun yarn with 1:2 cement mortar Testing etc complete but excavation of trenches including plugging of pipes and dismentlign of plugs with all complete. Sor 2020 Page No 79 New item No-2
(a) 250 mm dia NP- 3
386
-
341
(b) 350mm dia NP- 3
50
-
355
Construction of manhole Internal size 0.60 x 0.60 x 1.50 m including excess ration and base concrete in 8 : 4 : 1 with 4 cm gauge bride ballast fine sand and cement and wall made of m-150 class bride wone in 1 : 4 cement and course sand mater including 12 mm thick plaster in 1 : 3 cement and c-sand motar with meat cement on inside making channel with cement concert in 4 : 2 : 1 with neat cement fixing of C-I foot resf C.C 4 : 2 : 1 and including R.C.C slab in 1 : 1.5: 3 with cover and frame fixing in C.C.H:2:1 including necessary reinforcement complete as directed of E/I (Analysis Rate)
19
-
22354
Add or deduct shaft for manhole 0.60 x 0.60 x 1.50m Infernal size. (Analyse Rate)
0.1
-
10600
Construction of manhole Internal size 0.75 x 1.00x 1.50 m including excess ration and base concrete in 8 : 4 : 1 with 4 cm gauge bride ballast fine sand and cement and wall made of m-150 class bride wone in 1 : 4 cement and course sand mater including 12 mm thick plaster in 1 : 3 cement and c-sand motar with meat cement on inside making channel with cement concert in 4 : 2 : 1 with neat cement fixing of C-I foot resf C.C 4 : 2 : 1 and including R.C.C slab in 1 : 1.5: 3 with cover and frame fixing in C.C.H:2:1 including necessary reinforcement complete as directed of E/I (Analysis Rate)
18
-
27359
Add or deduct shaft for manhole 0.75 x1.00 x 1.50m Infernal size. (Analyse Rate)
0.1
-
12299
Construction of manhole Internal size 1.00 x 1.25x 1.50 m including excess ration and base concrete in 8 : 4 : 1 with 4 cm gauge bride ballast fine sand and cement and wall made of m-150 class bride wone in 1 : 4 cement and course sand mater including 12 mm thick plaster in 1 : 3 cement and c-sand motar with meat cement on inside making channel with cement concert in 4 : 2 : 1 with neat cement fixing of C-I foot resf C.C 4 : 2 : 1 and including R.C.C slab in 1 : 1.5: 3 with cover and frame fixing in C.C.H:2:1 including necessary reinforcement complete as directed of E/I (Analysis Rate)
5
-
38202
Add or deduct shaft for manhole 1.00 x1.25 x 1.50m Infernal size. (Analyse Rate)
0.1
-
20113
Construction of manhole Internal size 1.20 x 1.20x 1.50 m including excess ration and base concrete in 8 : 4 : 1 with 4 cm gauge bride ballast fine sand and cement and wall made of m-150 class bride wone in 1 : 4 cement and course sand mater including 12 mm thick plaster in 1 : 3 cement and c-sand motar with meat cement on inside making channel with cement concert in 4 : 2 : 1 with neat cement fixing of C-I foot resf C.C 4 : 2 : 1 and including R.C.C slab in 1 : 1.5: 3 with cover and frame fixing in C.C.H:2:1 including necessary reinforcement complete as directed of E/I (Analysis Rate)
3
-
58729
Add or deduct shaft for manhole 1.20x1.20 x 1.50m Infernal size. (Analyse Rate)
0.5
-
28014
Providing all material labour and I&P etc. for making plug info the end of sewer pipe during plug info the end of sewer pope during laying the sewer line and construction of manhole and chamber and also including dis manting the plug after complete and during the testing the sine job work. (Analysis Rate)
40
-
178.9
S&L 140 mm dia PVC pipe of 6kg/cm2 ISI marked kishan/ prince type “A” other material labour T&P etc. required for proper completion of the work the pipe shall either be fixed parallel to the pipe shall either be fixed parallel in all the complete work.
41.03
-
450
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