Rural Engineering Department Tender
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Rural Engineering Department Tender
Eprocure
Opening Date
3 Feb 2019Closing Date
13 Feb 2019Tender Amount
₹ 49,81,000Costs
EMD
₹ 2,49,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_REDUP_302518_1Bid Award Id
ViewTender No
1435/SERED VARANASI/JAUNPUR/18-19Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
W.B.M (Grade-2)
Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63mm to water bound macadam (G-2) specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming Stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405.
292.5
-
3117
W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405.
292.5
-
3221.1
7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765
1.3
-
65200
Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502.
3900
-
27.4
Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
3900
-
12.6
Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
3900
-
155.9
Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.
3900
-
50.4
Earth work in cutting or in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance including T & P all taxes, royalty charges of earth etc. as per direction of the E/I. (as per UP PWD Sl. No. 253). (in patri work)
1170
-
83.6
Excavation in foundation in ordinary soil including lead upto 30 m & lift upto 1.50m & filling ,watering of excavated earth into the trenches or space between the sides of foundation & building.(S.I.no.251)
40.82
-
105
Providing and laying in cement concrete 8:4:1 with 40mm B/ballast, fine sand and cement in foundation and under floors including supply of all materials, labour and T & P etc. S. I. no-275
19.76
-
2950
Class M-150 brick work in 1:4 cement &coarse sand mortar In foundation & plinth including supply of all materials,labour & T & P etc required for proper completion of the work. S.I. no.305 (B)
16.54
-
4050
Supply&laying of 600 mm dia HPNP3 pipe in proper position
30
-
2632.3
Supply&fixing of 600 mm dia HPNP3 coller in proper position
8
-
330
Struck pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand i/c supply of all materials, labour and T & P etc. required for proper completion of the work S.I. n0-574
48.27
-
210
Earth work in cutting or in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance including T & P all taxes, royalty charges of earth etc. as per direction of the E/I. (as per UP PWD Sl. No. 253). PULIYA
200
-
83.6
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