Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 26,18,080Document Cost
₹ 20,000Tender Fee
₹ 1,180
Summary
Constructing Of Road From Gadhouli To Saidhupur Including Bridge On Markanda
Description
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Contact
Tender Id
2024_HRY_419815_1Tender No
20248D0BE2B9 2295 45C0 A942 D4DA877C1FDB144IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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Documents
BOQ Items
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[15.12.8.2]Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well Steining 8.2. RCC M35 Grade With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]
3050.27
5013
15291018.55
... More
[15.13.4.2]Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Bottom Plug Concrete to be placed using tremie pipe 4.2. PCC Grade M35 Using Batching Plant, Transit Mixer and Crane/concrete pump [Through Rate]
885.8
4210
3729234.84
... More
[15.15.1]Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Top Plug 1. Grade M15 PCC Using Concrete Mixer [Through Rate]
218.49
3785
826984.65
... More
[15.16.4.2]Plain/Reinforced Cement Concrete, in Well Foundations complete as per Drawing and Technical Specification, in Well Cap 4.2. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump [Through Rate]
2178.07
4173
9089086.11
... More
[15.18.1.1]Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORTandH clause 1200 1.1. Sandy Soil Depth below bed level up to 3.0 M [Through Rate]
33
5965
196845
... More
[15.18.1.2]Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORTandH clause 1200 1.2. Sandy Soil Beyond 3m up to 10m depth [Through Rate]
77
7956
612612
... More
[15.18.1.3]Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level MORTandH clause 1200 1.3. Sandy Soil Beyond 10m up to 20m
Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter [Through Rate]
82.5
10509
866992.5
... More
[15.26.1]Sand Filling and Water Filling of Wells 1. Sand Filling in Wells complete as per Drawing and Technical Specifications MORT&H clause 1207 [Through Rate]
2627.48
965
2535515.31
... More
[15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600 [Through Rate]
571.39
64781
37014891.69
... More
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate]
360
1094
393840
... More
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]
450
1038
467100
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[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]
7449
16
119184
... More
[17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded 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 VG 30 @ 4.5% by weight of total 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, as per technical clause No. 505 of MORT&H specifications [Through Rate]
108
6658
719064
... More
[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm 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 VG - 30 @ 5.4% per cent 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 as per technical clause 507 of per MORTH specifications [Through Rate]
148.98
7973
1187817.54
... More
[17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [Through Rate]
3600
39
140400
... More
[17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate]
1924.5
908
1747446
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[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate]
7956.6
184
1464014.4
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[27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]
1766.37
4346
7676622.29
... More
[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. [Through Rate]
257.94
61506
15865042.16
... More
[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [Through Rate]
756
230
173880
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[27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material [Through Rate]
141.19
1261
178041.85
... More
[27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. [Through Rate]
68.92
1765
121636.74
... More
[27.23]Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I and II respectively and other parts conforming to BS: 5400, section 9.1 and 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRTandH Specifications. 2000 & 2200. [Through Rate]
10800
168
1814400
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[27.34.1.2]Using Batching Plant,Transit Mixer and Concrete Pump. 1.2. For formwork and staging add the following: For solid/voided slab super-structure, 18-28 per cent of labour, material and machinery cost Height 5m to 10m [Through Rate]
510.21
5073
2588295.33
... More
[27.35.2.2]PSC Grade M-45 using Batching Plant, Transit Mixer and Concrete Pump 2.2. For formwork and staging add the following: For T-beam & slab including launching of precast girders by launching truss up to 40 m span, 21-31 per cent of cost of concrete.
Height 5m to 10m [Through Rate]
707.08
5456
3857817.57
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[27.38]Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRTandH specifications 1600. [Through Rate]
115.22
62283
7175935.85
... More
[27.39]High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRTandH Specifications 1800. [Through Rate]
45.39
119800
5437602.2
... More
[27.44.1]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 1. For fabrication [Through Rate]
100
1449
144900
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[27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position [Through Rate]
100
1593
159300
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[27.45]PCC M15 Grade levelling course below approach slab complete as per drawing and MoRTandH MoRTandH specification clause 2700 [Through Rate]
223.88
3622
810875.25
... More
[27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704 [Through Rate]
15.75
7272
114534
... More
[27.49]Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm and MORT&H specification 800. [Through Rate]
2334.02
44
102696.88
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[27.55]Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer`s instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). [Through Rate]
93.5
4894
457589
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[34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate]
4
3606
14424
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[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate]
198.64
542
107662.88
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[34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.
i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. [Through Rate]
993.2
2997
2976620.4
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[34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 [Through Rate]
219
321
70299
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