Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date20 Jan 2020
Closing Date25 Jan 2020
Tender Amount₹ 8,60,000
Costs
EMD
₹ 86,000Document Cost
₹ 856Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEGKP_425532_1Bid Award Id
ViewTender No
155/4A DATED 17-01-2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Supply of 10mm dia nariyal rope (bagai ban ) including cost of material loading ,unloading ,stacking and all other charges and taxes. as per S.I. No. 12
150
2970
19.8
Supply of calcutta sutli including cost of material loading ,unloading ,stacking and all other charges and taxes as per S.I. No. 4
0.5
1800
3600
Supply of mallahi nail including cost of material loading ,unloading ,stacking and all other charges and taxes as per S.I. No. 15
110
6600
60
Supply of 40 mm dia Nariyal Roap including cost of material loading ,unloading stacking and all other charges and taxes.
340
7548
22.2
supply of poly popline Rope (ISI Mark)including cost of material loading ,unloading ,stacking and all other charges and taxes.
150
23100
154
Supply of 30 mm dia and 15-35 cm long Nut Bolt including cost of material loading ,unloading cartage upto site and other charges including trade tax. as per S.I. No. 7
1.25
9900
7920
Supply of 13 and 16 mm dia and 300 mm long nut bolt including cost of material loading ,unloading cartage upto site and or other charges including trade tax. as per S.I. No. 8
1
7590
7590
Supply of MS Washer of 20-30 mm size including loading ,unloading and other all taxes including trade tax. as per S.I. No. 5
1
7590
7590
Supply of wooden anchor (2.40 x 1.8x3.10) with 12 and 16 cm ukeliptes balli. as per S.I. No. 26
33
58410
1770
Making pair of Pantoon & Carrying of pantoon pair from the place of anchoring (d/s side of bridge ) to the alignment of bridge in water and fixing the same with other pantoon pair and refixing the same in bridge alignment. as per S.I. No. 3
6
5700
950
Sinking of pantoons to certain place anchoring down stream side of bridge to the alignment of bridge in water and fixing the same with other pantoon pair and refixing the same in bridge alignment . as per S.I. No. 5
6
6420
1070
Laying of wooden anchor in in the river on the upstrean/dn stream side of the pantoon bridge side including their weaving and packed with sand filled bags (Av 90 bags) Properly before laying and fixing to pantoon with coir /sisal rope excluding cost. as p
3
2175
725
Carriage and laying of RS joist (5 mt long) loading ,unloading cost of carriage from central store and placing on site as per direction of E/I. as per S.I. No. 11
28
1680
60
Carriage and laying of saal sleeper including loading ,unloading cost of carriage from central store and decking on the bridge as per direction of E/I. as per S.I. No. 9(1)
140
4200
30
Same as above item but as saal edging. as per S.I. No. 9(II)
21
315
15
Carrying and spreading of Kausepoola 5 cm depth carrage road way before filling of 7.5 cm kapsa soil including carriage of kapsa soil from distance of 1 km on the side of bridge spreading ramming and dressing the surface as per direction of E/I
12.5
112
9
Cartage and laying of chequered plate including loading , unloading cost of carriage from place of store and and laying at site as per direction E/I. as per S.I. No. 7
60
3600
60
Fixing of railing post including making hole with the help of drill machine over sleeper and saal edging before fixing the railing post with the help of 30-16 mm size bolt of 1.25 mtr centr to centre including completion of work. as per S.I. No. 8
80
2800
35
Fixing of railing wire through hole of railing post due to verticle post and making wire stay of each rows and tighten of stay clamps including making hole in verticle bullies labour only. as per S.I. No. 16
240
216
0.9
Earth work in cutting or in embankment ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in depth of earth work in embankment to be in 20 cm layers including ramming and dressing the surface of required level and slope includi
750
78750
105
Brick soling with straight over burnt bricks laid on Edge and dry including preparation of sub grade to prescribed camber and including supply of brick filling joint with local earth spreding a binding coat of 1cm of local earth of PI 5 to7 over the entir
70
29050
415
Maintenace of pantoon bridge for 30 oct to 16 june as per S.I. No. 12
50
69350
1387
Maintenance of chequered plate road for 30 oct to 16 june
0.34
38075
111986
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & Iead upto 30 m. Including filling, watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenche
24.75
2846
115
Providing & laying cement concrete in foundation in 1:4:8 ( 1- cement : 4-fine sand : 8- graded 4mm gauge brick ballast 40mm nominal size) and curing complete, including supply of all material, labour T & P etc. as required for proper completion of the w
8.08
29289
3625
M 150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. as per si no 303.
42.16
186368
4420
2.5 Cm thick and cement concrete consisting of 1 part cement and 1½ parts approved coarse sand and 3 parts approved 13 mm (½") graded stone grit and including water proofing materials as ordred by the Engineer-in-Charge in the proportion as specified
5.77
1643
285
12mm Thick plaster with cement mortar in proportion of 1:3 cement and coarse sand of 1.25 FM over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper comletion of the work. (includi
144.5
18061
125
Distemper two coat with oil bound distemper of approved brand manufacture and required shade on decoreted wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as of british, shalim
144.5
10114
70
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50mm (+ 0.05%) total coated thickness with zine coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supp;oed in single length upto 12 metre or as desired by engineer-in-charge, The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
51
26775
525
Iron Door Frame including hold fast etc all complete as per direction of ingineer incharge
1
4000
4000
Iron Window Frame including hold fast etc all complete as per direction of ingineer incharge
4
14000
3500
Iron shutter
For Door including hinges jamb, lock jamb, bead etc proper completion of work
1
3500
3500
For Window including hinges jamb, lock jamb, bead etc proper completion of work
4
12800
3200
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & al
21.74
1956
90
2.5 cm (1 thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm.(3/4")graded approved stone shingle laid in panels finished with 3 mm.(1/8")floating coat of neat cement or cement and marble dust in 5:1 as specified over & incl
22.79
82598
3625
M 150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.. as per S.I. 305
2.59
11773
4550
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