Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Nov 2024
Closing Date22 Nov 2024
Tender Amount₹ 3,85,46,000
Costs
EMD
₹ 7,70,920Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_DLB_429859_1Tender No
NIT 50/2024-25 (12310-12318 Date 28.10.2024)Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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Documents
BOQ Items
Add extra for over all depth of excavation above 3.0 m and upto 4.5m over item no 4.10.1.1
359.6
244
87813.59
Providing and laying structural plain/ reinforced cement concrete(design mix) of specified grade in substructure at all levels using batching plant, transit mixer, concrete pump and vibrater including cost of form work complete as per drawing and clause 1500, 1700 and 2200 of MoRT&H specification including all scaffolding, material,
labour, machinery etc..RCC Grade M -35
276.75
5970
1652197.5
Providing and laying structural plain/ reinforced cement concrete(design mix) of specified grade in substructure at all levels using batching plant, transit mixer, concrete pump and vibrater including cost of form work complete as per drawing and clause 1500, 1700 and 2200 of MoRT&H specification including all scaffolding, material,
labour, machinery etc..RCC Grade M -25
137.39
5860
805087.82
Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure
57.29
64200
3678018
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
27.3
6310
172263
Placement of precast RCC segmental Box with the help of road crane at desired location carefully by lifting and packing method , during traffic and power block with all contactor labour tools and materials crane, machinery, preparation of surface as directly by Engineer, including filling of joints by epoxy mortar & laying of required sand including cost of epoxy and sand, including all material and labour tools, plants machinery etc with all lead and lift.
1035.34
4650
4814331
Dismantling of existing BG track inlcuding trap point of single rail 3 rail panel of 90R/52 Kg with PRC & Other type sleeper of density M+7 including fitting & fastenings & removal of ballast/soil complete including cutting of rails as required as directed by Engineer in charge with Hack saw blade including stacking of released material viz rail, sleeper, fittings and fastenings in systematic manner as per direction as per Engineer incharge all lead, lift , ascent, descent, crossing of track or any other obstruction as a complete job. Nothing shall be paid extra on any account.
13
70
910
Lifting of track (BG/MG) with by raising of track in stage of 50mm including one round packing to make the track fit for 20 Kmph speed as per IRPWM manual (for calculation = 6 lifts.) (6x@20)
13
105
1365
Picking of stones ballast from existing track (Screening leading upto 40 m and stacking at nominated area by making plot with all lead including contractors own tools, labours etc complete. 8% shrinkage allowance shall be deducted from gross quantity. The removal of ballast shall be commenced with lifting of track under suitable speed restriction.
42.9
88
3775.2
Laying and linking of MG /BG track in curve/straight over bridges and approaches with all type of rails and sleepers (Mixed gauge sleepres if requied) with M+4 to M+7 density, drilling of holes etc. under traffic block and keeping the track parameters with in limits for safe passage of train as per direction of engineer in charge at site.
13
83
1079
Providing 2nd and 3rd packing (2Nos) including proper surfacing, aligning, squaring of sleepers, gauging correction at longtudianl and cross level, packing, boxing & dressing of ballast as per latest CE circular & IRPW manual. ( amended up to date)
2nd packing including picking up of stacks
13
125
1625
3rd packing including picking up of stacks
13
72
936
Supplying, fabrication & erection of all steel member as per IS 800-1984 & other relevent IS code for PFshelter/height guage comprising of welded trusses purlin, bracing, post, girder, column, bearing plate, gusset plate etc. on raising level plateform & sheds including cost of cutting, leading etc. & cost of providing bolts,nuts, washer & welding where required with lead, lift, ascent/decent as per approved make & as per RDSO design including primming coat of red oxide of approved engineer in charge and painting of two coat with synthetic / aluminium paint as a complete job including all taxes, lead, lift, ascent/decent, crossing of track as a complete job.
80
9460
756800
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications 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 technical specification including all material, labour, machinery as per clause710.1.4 of IRC:78 and clause 2200 of MoRT&H specification.
79.45
1560
123942
Applying one coat of cement primer of approved brand and manufacture on wall surface :Cement primer.
447.06
49
22174.18
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
447.06
97
43588.35
PART- 'B' : CC Pavement and Retaining Wall for Approaches
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all kind of soil
Depth Upto 1.5 m depth
2988
210
628974
Add extra for over all depth of excavation above 1.5 m and upto 3.0m over item no 4.10.1.1
2448
225
551289.6
Add extra for over all depth of excavation above 3.0 m and upto 4.5
m over item no 4.10.1.1
1139
244
278143.8
Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
157
5360
841520
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
964.8
6270
6049296
Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.
130.24
64200
8361704.6
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, pread,compacted and finished in a continuous operation including provision of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 ofMoRT&H specification including all material, labour, machinery,lighting, guarding and maintenance of diversion.PCC M-30
128.25
6310
809257.5
Providing and laying expansion joint complete as per drawing and technical specification and as per clause 2605 of MoRT&H Specification including all material, labour, machinery etc.Filler joint with 20m thick compressible fibre board.
76.62
918
70337.16
Applying one coat of cement primer of approved brand and manufacture on wall surface :Cement primer.
666
49
33033.6
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
666
97
64935
Construction of foundation/ Inaugration pedstal in 35 cm thick brick masonary in CM 1:4 of size 1.40 m x1.80 m above ground level with 0.30m deep foundation in 46 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.90mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
1
15000
15000
PART- 'C' : Drainage and other Miscellaneous Works
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all kind of soil
Depth Upto 3 m depth
483
150
72691.5
Depth above 3 m & up to 6 m.
206.5
175
36240.75
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 upto 5 metre height
11.26
5070
57088.2
Providing and laying Cement concrete for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M25 upto 5 metre height
87.86
5990
526281.4
Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure
10.54
64200
676668
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works.
2000
117
235000
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP-3 600 mm dia
30
1952
58560
Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 100 mm dia Nominal bore
60
493
29580
Providing and Fixing PVC Casing Pipe Confirming to IS12818:1992 amended up to date having pressure Rating CM approved make Finolex,Kissan,TTT-Rama & Rukmani,vikas for HP/TW and DCB with threading etc .Complete as directed by Engineer in Charge,200 mm nomonal dia(internal Dia)
30
1250
37500
Providing and Fixing PVC Casing Pipe (Strainer pipe)Confirming to IS12818:1992 amended up to date for HP/TW and DCB with approved make Finolex,Kissan,TTT-Rama & Rukmani,vikas including threading,Winding with superior quality of plastic mesh & rope in three layers ,end Cap etc.Complete as directed by Engineer -in-charge.200 mm nomonal dia(internal Dia)
45
1450
65250
S & F tube well cover of tube well cover of M.S.sheet(6mm thick) with nuts and bolts complete for casing size:200 mmdia
1
277
277
Development of tube well as per IS specification using suitable compressor to give and free water for required yield of the gravel packed tube well.
15
568
8520
providing and placing of New graded gravel as (i0 Size of Gravel vary from 50 mm at the bottom to 2 to 5 mm at the top as detailed (a) passing 80 mm screen but held on 10 mm -150 mm layer (b0 passing 25 mm screen but held on 10 mm -50 mm layer (c ) passing 10 mm screen but held on 2 mm-50 mm layer (ii0 The filter gravel shall be as Spherical as possible ,hard ,Clean and uniform in quality and shall not contain such impurities as dirt and clay as per IS:8419(part-I) for filter grave specification.The work also includes washing the sand with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of Engineer in charge complete in all respect.The sand Shall not contain more than 5 % acid soluble matter as determined by soluble matter as determined by solubility test in Appendix B of IS:8419(Part-i) amended up to date(RGF)
21.6
3750
81000
PART- 'D' : Covering of Approaches
-
-
-
Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and includingcutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m²
975
843
821925
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
29250
117
3436875
PART- 'E' : Service Road
-
-
-
Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all kind of soil
Depth Upto 3 m depth
100.8
150
15170.4
Providing and laying Cement concrete for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 upto 5 metre height
84
6080
510720
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 upto 5 metre height
25.2
5070
127764
Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure
11.76
64200
754992
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 upto 5 metre height
74
5070
375180
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
73.5
6310
463785
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