Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 34,79,998.52 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 70,000Document Cost
₹ 3,063Tender Fee
Refer Documents
Summary
V.k Robertsganj Ke Gram Pusauli Me Ajeet Gupta Ke Ghar Se Pitha Road Tak Cc Road And Nali Ka Nirman
Description
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Contact
Tender Id
2024_REDUP_964169_1Bid Award Id
ViewTender No
264/SE RED/ 2024-25 DATE- 10.09.2024Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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BOQ Items
"G.S.B. Grading 1
construction of granular sub base -75-100mm compacted thickness as per design in one/ two layers on approximate width by providing well graded materials of grading1 of approved quarry laying, spreading in uniform layers over prepared surface mixing by mix in place method at required OMC and compacting with smooth wheel roller 80-100KN at minimum field compaction 100% including all materials, labours, machinery, complete as per MORD technical specification clause 401"
120
2002
240347.76
Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including 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 density Grading 3 as per Technical Specification Clause 405.(WBM III)
90
2554
229899.51
12 mm thick plaster with 1:4 cement& C-sand morter i/c supply of all material labour and T&P etc. required for proper comletion of work asper SI no.584
160
148
23680
E/W in cutting or filling in hard mixed soil with single i/c cortage of 3km distance loading unloading ramming and dressing complete work asper SI no.253b.
2612.16
161
422125.06
R.C.C.work with cement, c-sand and 20mm dalla grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its binding but i/c it fixing and binding the same with 24 B.W.G.I. binding wire and i/c necesseary centering and shuttering etc. and also i/c all material in slab asper SI no.284A
24
8627
207048
M/S or iron work in plain work such as in reinforced concrete i/c beinding for proper completion of work Sino.504
14.13
9298
131380.74
Supply and Laying of 125 micron polytheen sheet under the foundation(for anti salt peter treatment) or over sub base to act as separation between subbase and concrete slab (for c croad slab) i/c supply of all materials, labours T&P required for proper completion of the work as per SOR Mzp 2022 chapter 19 s no 4
1200
56
67200
Laying of Cement concreat road slab with 1:1.5:3 in cement, C-sand and 20mm gauge dala grit i/c supply of the material labour T&P etc. as per SI no 773 b. .
180
8800
1584000
Making and filling of construction and contraction joints with c sand and bituman
319.99
37
11935.55
Laying of Cement concreat with 1:2:4 in cement, C-sand and 20mm gauge dala grit i/c supply of the material labour T&P etc. as per SI no 279a .
3.41
7200
24552
R C R work with cement and C sand mortar in proportion 1:3 including cost of all material, labour etc. complete SI N
28.05
3850
107992.5
Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet. SI No-574
70.97
165
11710.05
Providing & laying HP 600mm dia NP-3 with coller etc. complete.
22.5
1840
41418
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular "pits not exceeding Vi meter (20") in depth and earth work in embankment to be in 20 Cm. (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I. For Pateri SI No-253 for diversionn
221.4
80
17712
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