Uttarakhand Jal Vidyut Nigam Limited Tender
View complete overview of Uttarakhand UJVN Tender
Uttarakhand Jal Vidyut Nigam Limited - UJVN Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Jun 2024
Closing DateCancelled
Tender Amount₹ 3,70,95,655
Costs
EMD
₹ 9,27,400Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UJVN_72158_1Tender No
01/EE/PCM/Dhalipur/ 2024-25Tender Authority
Uttarakhand Jal Vidyut Nigam Limited ViewPurchaser Address
-Website
http://https://www.uttarakhandjalvidyut.com/
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Documents
BOQ Items
Maintenance of Earthen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC .Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
4060
57246
14.1
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
4830
136302
28.22
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
1243
2932634
2359.32
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
1263
3130585
2478.69
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
954
2270644
2380.13
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
195
1156
5.93
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion.On W.B.M / W.M.M. @ 0.4kg/sqm. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
11529
131430
11.4
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects.)for GradingII(19 mm nominal size). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
644
5908764
9175.1
Providing and applying tack coat using bitumen emulsion conforming to , using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm.Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
11529
89926
7.8
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects)for Grading-II (bituminous binder @ 5.4 % of mix). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
380.88
4085509
10726.5
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 , prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% . Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
442.2
320090
723.86
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
244
1408582
5772.88
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements i.e.and other work , .including consolidation finishing and tamping complete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
181.28
1228065
6774.41
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
437.5
145394
332.33
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm area, .The finished surface to be level, uniform and free from streaks and holes. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
677
366730
541.7
Engaging & operation of one tractor along with one driver & trolley having hydraulic jack arrangement . including cost of fuel lubricants and repair maintenance ete. complete in all respect as per direction of I/C. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
100
45500
455
Engaging & of one no Hydraulic excavator cum loader machine (preferably JCB) having capacity 75 BHP with one operator and one helper .including cost of lubricants and repair maintenance etc. For removal of slip/landslide/excavation in dry and wet condition complete in all respect as per direction of I/C. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
120
139080
1159
Attending minor type of repair for full day by engaging and supplying one suitable Beldar/mazdoor for carrying simple type of repairing of all work. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
70
37800
540
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
10.38
79571
7665.89
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Mild steel and Medium Tensile steel bars. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
1223
110999
90.76
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets.500 mm dia. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
8
15876
1984.6
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets ,1000 mm dia . Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
5
23585
4717
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets.300 mm dia. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
5
6908
1381.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
801
4841468
6044.28
12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) . Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
5430
1581378
291.23
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
10.4
43066
4141
Brick on edge pavement with straight over burnt bricks laid on edge including preparation of sub grade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
4372
2452692
561
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
10
22188
2218.8
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc. complete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
10
37043
3704.3
White washing of parapet walls of CD work and tree trucks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc.Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
200
4080
20.4
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
136
7779
57.2
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement with a lead upto 1000 m. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
136
63620
467.8
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc.Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
500
10655
21.31
Finishing walls with Acrylic Smooth exterior paint of required shade : (Two or more coat applied @ 1.67 ltr/ 10 sqm) . Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
2000
204660
102.33
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on . Including Supply of all material labour T & P etc required for proper completion of the work.
400
31628
79.07
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in.The studs shall be fixed to the Road surface using the adhesive, as per procedure recommended by the manufacturer complete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
1200
209796
174.83
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
240
183904
766.27
Rumble Strips Provision of rumble strips of premix bituminous carpet, 25 mm high at centre, 300 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
230
23736
103.2
Micro Alloyed Cement Concrete (M-40 and above grade)work for Repair of R.C.C.Work Stair's and old struture.Including labourT&P etc. for proper completion of work. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
2900
153613
52.97
Eproxy bonding of new concrete to old concrete. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
350
176820
505.2
Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete). Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
450
1798605
3996.9
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
50
6760
135.2
Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. Cement Grout. Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
500
116550
233.1
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres) .Including supply of all material, labour, T&P etc required for proper completion of the work as per direction of Engineer-in -Charge.
120
26904
224.2
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