Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Eprocure
Opening Date11 May 2023
Closing Date17 May 2023
Tender Amount₹ 33,85,000
Costs
EMD
₹ 67,700Document Cost
₹ 854Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_REDUP_801394_8Bid Award Id
ViewTender No
13/EE RED SULTANPUR/23-24 Dt 03/04/2023Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401
53.86
170526
3166.1
Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45mm to water bound macadam 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-II
151.2
705045
4663
Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III
137.7
624290
4533.7
Earth work in embankment mechanically completed to 98% procter density in ordinary soil ,excavation to be in the form of regular pits not exceeding 1/2 meter C 20'' in depth an earth work in embankment to be in 20cm layers including ramming and dressing the surface requird levels and slopes in also including 1.5m lift ans 30m lead. The earth rom cutting to be used in making embankment are to be deposited as spoil banks with in 30m distance as directed by engineering incharge as per P.W.D schedule N.S.20-3
486
112557
231.6
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base incuding cleaing of road surface and spraying primer using emulsion distributer at the rate of 0.70 to 0.10kg per sqm usnig mechanical means as per technical specificationclause 502.
1836
84088
45.8
Brick edging on both side of road with S.O.B. Brick 8 cm wide and 12 cm deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T&P sundries required for proper completion of the work. SI No. 765
0.6
49090
81818
Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on prepared surface of granular surface treated with primer and cleaned with haudraulic broom as per technical specificationclause 503.
1836
28274
15.4
Providing & Laying and Rolling open graded premix carpet of 20 mm thick, composed of 13.2 mm & 5.6 mm size aggregate using VG-10 grade bitumen to required line,grade,& level to serve as wearing course on a previously prepaired base i/c mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN static roller Capacity, Finished to required level & grade to be followed by seal coat to either type A or Type B or Type C as per technical specification clause 508
1836
420994
229.3
Providing&Laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using type-C as per technical specification clause 510
1836
136047
74.1
E/W in excavation in trenches for foundatio n and pipes, cables etc. in ordinary soil (lo an clay or sand ) i/c lift up to 1.5m and lead upto 50 m and dressing of sides and rammi ng of sides and disposal of surplus excavat ed earth as directed by the E/I witth in a lead of 50m as per S.I.No.251.
4.92
590
120
Providing & laying cement concrete 1:3:6 (1cement ,3 coarse sand ,6 grded stone ballast ) including supply of all material labour and T& P required for proper completion of the work & curing complete also including cost of form work in foundation & floors. as per SI NO-280
0.33
2291
6945
Fillling in foundation trenches using GSB as per drawing and technical specification Clause 2.2904
7.14
22605
3166.1
Brick masonry work in 1:4 cement and Coarse Sand mortar in foundation complete excluding pointing and plastering as per pwd SI NO-305(b)
3.45
21621
6267
Supply Cement Concrete Pipe NP3
22.5
37260
1656
Laying Cement Concrete Pipe NP3
9
3825
425
Struck Pointing on brick work with cement mortar (1:2) with consisting of 1 part cement and 2 parts of fine sand of 1.25FM including supply of all materials ,labour T&P etc. require for proper completiom of the work.as per SI No -574
18.06
2474
137
S/F of ordinary k.m stone as per drawing and technical specification.(mord)
2
5956
2978
S/F of hectometer stone as per drawing and technical specification.(mord)
2
1560
780
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