Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 May 2023
Closing Date30 May 2023
Tender Amount₹ 1,01,52,000
Costs
EMD
₹ 2,03,040Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_REDUP_805709_2Bid Award Id
ViewTender No
20/SE RED GKP/Maharajganj/23-24 Dt 01-04-2023Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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Providing laying and spreading and compacting stone ballast of specific Sizes to water bound mecadam speci.inc. spreading in uniform thickness, hand packing rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber,applying and Grading-2brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical spec.clause 405.2 compacted
309.38
1872367
6052
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Providing laying and spreading and compacting stone ballast of specific Sizes to water bound mecadam speci.inc. spreading in uniform thickness, hand packing rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75
309.38
1818535
5878
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Brick Edging both side with M150 brick S.I.NO-765
1.1
71005
64550
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Providing and applying Prime COAT with bitumin Emulson (SS-1) on prepared surface of granular base incl. cleaning of road surface and spraying primer @0.85 Kg/per sqm using mechanical means as per tech.Spec.cla-502(l)
4125
192348
46.63
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Providing and applying Tack COAT with bituminEmulson(RS-1) grade using emulsion pressure distributor at the rate of 0.275 kg/sqm on the prepaired surface of granular base treated with primer and cleaned with hydraulic broom as per Technical Spec Clause-503
4125
61586
14.93
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Prviding, laying and rolling of open graded premix carpet of 20mm thick Composed 13.2mm to 5.6 mm agg. Either using Penentration grade bitumin/CRMB on emulsion@1.46 kg per Sqm to required line, grade and level to serve as wearing course on a previously prepared baseby manual MORD Spec 508
4125
947595
229.72
... More
Providing, laying of seal coat by manual means with 80/100 Grade bitumin sealing the voids in bituminous surface laid to the Specifild levels, garde and cross fall using Type C as per technical specifi. CI.510
4125
322987
78.3
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Earth work in embankment in ordinary soil with machanical Compection as per S.I.NO-253 in patri
974.53
97453
100
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Culvert :-
-
-
-
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Eath work excavation in founation as per S.I No 251
151.68
18201
120
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Concrete with 4.0 cm gauge Brick ballast Fine sand and cement in the proportion 8:4:1 in foundation and under floors including supply of all naterials labour etc as per S.I No 275
46.08
172431
3742
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Class 150 sub A brick work in 1:3 cement and coarse sand mortor in found. Including supply off all matarials. Labour and T&P etc required of the proper completion of the work as per S.I No 307
61.42
328781
5353
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Class 150 sub A brick work in 1:3cement and Coarse sand mortar in super structure including supply of all matarials, labour and T&P etc required for the proper completion of the work as per S.I No 307&309
100.88
565735
5608
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Making weep hole with 75 mm dia PVC pipe
57.6
6105
106
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R.C.C work 1:1.5:3 in Bed block with cement c/sand 20 mm stone grit as per S.I No 283A.
1.36
10816
7953
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RCC slab in 1:1.5:3 cement c/sand 20 mm stone grit as per S.I No 284A
16.2
143256
8843
... More
PCC in 1:2:4 cement, c/sand 20mm stone grit in wearing coat as per S.I No 279A.
4.42
28964
6553
... More
M.Siron work in plain RCC work slab& bed block as per S.I No 504
15.4
126588
8220
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12mm thick plaster in 1:4 with cement, c/sand mortar as per S..I No 584
0.98
125
128
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Struck pointing in 1:2 with cement & fine sand mortar as per S.I No 574
183.34
32084
175
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Supply and laying of 15 cm thick 40mm gauge brick ballast as filter material on Slop of around aboutment Cop.
26.78
30801
1150
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Earth work in embankment in ordinary soil with machanical Compection in Road Diverision As Per S.I.NO-253
947.6
94760
100
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