Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2025
Closing Soon26 Feb 2025
Tender Amount₹ 31,16,000
Costs
EMD
₹ 64,000Document Cost
₹ 944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_REDUP_1003496_4Tender No
2658/RED/PVN/2024-25 Dt. 06.12.24Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC raft foundation and footing with 4 cm. (1½') gauge approved stone ballast, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 287A
60.98
7650
466497
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R.C.C. work with cement approved coarse sand and 2cm gauge approved stone grit in the proportion of 1:1.5:3 in RCC T-beam and slab roofs and RCC columns, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. T-Beam, Slab & column SOR-288A
65.92
9560
630195.2
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Mild steel or reinfored for RCC work for proper completion of the work and including supply of steel its wastage. SOR-504
114.69
7150
820033.5
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Earth work in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. With Cartage 5 Km As per SI No. 253
768.99
232
178482.58
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GSB Grade-1
Construction of granular sub-base by providing well graded material in widening portion and compacted thickness 10.00cm spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 401 and as per direction of E/I.
17.56
3215
56460.67
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WBM G-3 - Providing and laying in compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (3) and as per direction of E/I.
12.13
4686
56847.25
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Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 2cm gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to required temples as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade. Take a slab length of 33 rft. and 4" in depth. As per SI NO 773(B) (Average thickness 15 cm)
24.26
8250
200145
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Providing weep holes in brick masonary/stone/RCC work with 100mm dia pipe as per clause 614,709,1204.3.7
76
100
7600
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Class 150 Sub class 'A' 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 the proper completion of the work. SOR 305
2.16
5050
10908
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40 mm thick rubbed stone flooring over 20 mm (average) thick base of
cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,
side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed
with pigment to match the shade of stone and pointing with same mortar. DSR 11.30.1
25.2
1210
30505.86
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Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and cone. Slab (for C.C.Road slab), including supply of all materials, labour, T&P required for proper completion of the work. NS
161.7
27
4365.9
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Making and filling expansion and construction joints in CC Road.
56
36
2016
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P/Fixing of Signboard
1
9000
9000
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