Rural Engineering Department Tender
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Rural Engineering Department - RED Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 24,93,000
Costs
EMD
₹ 49,860Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_REDUP_973862_9Tender No
1593 date 18-10-2024Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR 5.9.6 Rate 961.30x0.735=706.55
126.84
706
89618.8
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR 6.1.2 Rate 7132.25x0.735=5242.20
57.83
5242
303156.43
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.2.2 Rate 10852.95x0.735=7976.92
73.23
7976
584149.85
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks as per DSR 6.4.2 Rate 9105.95x0.735=6692.87
80.04
6692
535697.32
Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 -up to 3km.
1072.5
242
259545
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars as per DSR 5.22.3 Rate 107.85x0.735=72.27
86.23
72
6231.84
Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece as per DSR 10.5.2 Rate 5563.75x0.735=4089.35
10.8
4089
44164.98
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work as per DSR 13.61.1 Rate 155.90x0.735=114.59
12.15
114
1392.27
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) as per DSR 13.1.2 Rate 333.35x0.735=245.01
800.2
245
196057
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove as per DSR 13.73.1 Rate 75.15x0.735=55.23
126
55
6958.98
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per DSR 13.47.1 Rate 171.10x0.735=125.76
800.2
125
100633.15
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DSR 13.80 Rate 156.05x0.735=114.70
800.2
114
91782.94
S/F of sign board at site
1
4800
4800
Excavation of foundation
20.78
191
3975.63
Extra Lift
10.38
93
967.42
B/W in 1:6 taking 75% for H/combing
6.18
5242
32396.8
RCC in 1:1.5:3
0.96
6648
6382.69
P/Laying of B/ballast
9.9
1350
13365
Steel
94.2
79
7467.23
Plaster work in 1:3 with neat cement
6.28
330
2075.04
P/laying of 110 mm dia PVC pipe
6
277
1664.34
construction of manhole 600x450x600mm
2
5622
11244.86
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