Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Jan 2024
Closing DateCancelled
Tender Amount₹ 44,05,000
Costs
EMD
₹ 88,100Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_REDUP_881887_7Bid Award Id
ViewTender No
3431/SE RED GKP/Gorakhpur/23-24 Dt 19/12/23Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
WBM G-2
Providing and laying in width 3.75m and 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2. 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 (2) and as per direction of E/I.
180.56
950287
5263
WBM G-3 - Providing and laying in width 3.75m and 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.
180.56
928620
5143
Brick edging on both side of road with first class brick 7 cm. (3'') wide 12cm. (4.50'') deep laid with mud mortar including all materials, labour,T&P etc.complete. complete as per PWD detailed specification No.-20.15 as per SOR No-765
0.64
41409
64500
Providing and applying Primer coat with bitumen emulsion (SS1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.85 kg / sqm using mechanical means. Complete work as per technical specification clause 502 of MORD
2407.5
104726
43.5
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 MORD
2407.5
33705
14
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen (VG-10) to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant (HMP 30/40 t per hour), laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per MORD Techincal Specification clause 508.
2407.5
497148
206.5
Providing and laying seal coat by mechanical means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Techincal Specification clause 510
2407.5
166117
69
Earth work in cutting or 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. This work also includes 1 Km cartage and Complete work as per directed by the E/I. (For patri work)
421.31
68926
163.6
Providing NP-3 hume pipe 600 mm Dia. single row culvert. 600 mm dia as per standard drawing. (01 No.)
-
-
-
Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.5 metre (5 fts) and lead upto 30m (100 fts) & including filling watering and ramming of excavation earth into the trenches or into the space between the building and the sides of foundation trenches or into the space between the building and the earth as directed by the Engineer-in-charge upto a distance of 30M (100 fts) from the foundation trenches etc. As per SI Ni. 251
17.35
2082
120
Cement Concrete with 4 cm. (1½") gauge approved Bricks ballast ,approved coarse sand and cement in the proportions or 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work .(SI No-275)
2.07
7956
3843.8
First class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials , labour and T&P etc. required for proper completion of the work .SI No-305
6.78
34564
5098
Struck pointing with cement mortar consisiting of 1 part cement and 2 part fine sand of F.M 1.25 including supply of all materials labour and T&P etc required for proper completion of the work SI No-574
10.83
1895
175
Supply of NP-3 Hume pipes
7.5
19653
2620.47
Laying of NP-3 Hume pipes
3
1320
440
Providing & fixing Km. Stone, Hectometer stone & sign board, photography etc.complete.
1
12300
12300
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