Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Sep 2024
Closing Date16 Sep 2024
Tender Amount₹ 7,52,19,000
Costs
EMD
₹ 15,04,380Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_DLB_416521_1Bid Award Id
ViewTender No
2521-2559 date 02-09-2024Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://http://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 4.5 m and upto 6.0 m over item no 4.10.1.1
602.22
162238
269.4
Add extra for over all depth of excavation above 6.0 m and upto 7.5 m over item no 4.10.1.1
159.79
48096
301
Add extra for over all depth of excavation above 7.5 m and upto 9.0 m over item no 4.10.1.1 For bore well Second
10.6
3572
337
Back filing in foundation, trench behind abutment, wing wall and return wall etc and below pipe bed in layers not exceeding 20cm in depth, consolidating each deposited layer compacted by mechanical means with all lead and lift as per drawing and technical specification including all material, labour, machinery as per clause 2100 and 2200 of MoRT&H specification including all material, labour, machinery. Using selected granular material (as per clause 2200 of MoRT&H).
191.08
225092
1178
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 clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification.
229.29
357692
1560
Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc. 150 mm dia
169.85
23184
136.5
Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc. PCC Grade M -20
54.29
330626
6090
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
7.8
46566
5970
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 -25For U Type Splayed wing wall (Precast)
124.12
727343
5860
Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.
88.89
5884518
66200
Providing and laying reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement @ 75kg/cum complete as per drawing and technical specification and as per clause 2702 of MoRT&H Specification including all material, labour, machinary etc.
37.26
411723
11050
Sand filling with compaction in wells complete as per level on drawing and technical specification as per clause 1209 of MoRT&H specification including all material, labour, machinery. Sand Filling Under the Box Portion
49.08
78331
1596
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: Hot finished seamless type tubes.
4500
396450
88.1
R.C.C. pipes NP2 class 300 mm dia For disposal of rain water etc. 300mm dia Internal.
15
7455
497
R.C.C. pipes NP2 class 450 mm dia
15
12060
804
Construction of man hole- Providing and laying in position cement concrete 1:3:6 (1 Cement : 1 graded stone aggregate 20 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task. For disposal of rain water etc.
10.6
60844
5740
Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coirrope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth Nominal bore 250 mm dia For disposal of rain water etc.
13.5
29808
2208
Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 160mm dia For disposal of rain water etc.
50
30850
617
Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: For Recharge Well 200mm dia.
1
277
277
Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminum ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer. For Recharge Well
33.2
57436
1730
Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. For Recharge Well
15
8520
568
Casting and transporting precast reinforced cement concrete boxes and U-Type/L-Type retaining wall segments in M30/35 design mix near LHS site with machine batched, machine mixed, including the cost of centering, shuttering, finishing, admixture, if required, as per IS: 9103 to retard setting of concrete/improve workability without impairing strength and durability as per direction of Engineer-in- charge.Only machine mixed and automatic weigh batched concrete/ concrete produced by Fiori shall be used during entire work. The concrete shall be placed with the help of mechanical means only. Rates are inclusive of all the materials, labour, transporting to bridge sites including loading & unloading with contractor's own labour and equipments . curing, machinery, tools, plants, taxes etc. complete in all respect expect cost of reinforcement and cement which will be paid Separately under relevent USSOR 2019 Items. RCC Grade M-35 Including Cement Direction Engineer-in-Charge at place
479.04
2619658
5468.56
Add Extra Cement as per Ns Item No-2 @ of 8.5 Bags/Cum
4071.84
1425144
350
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 contractor labour tools and materials crane, machinery, preparation of surface as directed by Engineer in charge, including filling of joints by epoxy and sand including all material and labour tools, plants machinery etc with all lead and lift. Single Cell BOX (RUB)
1468.81
6242442
4250
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 . Single Cell BOX (RUB)
81.6
5304
65
Lifting of track (BG) 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.)
326.4
31008
95
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. For Existing Track Alignment
1175.04
94003
80
Laying and linking of MG /BG track in curve/straight over bridges and approaches with all type of rails and sleepers (Mixed gauge sleepers 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. For Existing Track Alignment
81.6
6120
75
Providing 2nd and 3rd packing (2Nos) including proper surfacing, aligning, squaring of sleepers, gauging correction at longitudinal 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
81.6
9384
115
Providing & fixing UV stabilised fibreglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. (A) 2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2"or 3"or 6") as specified. Covering Shed
75
82500
1100
With corrugated copper plate, compressible fibre board, pre-mouldede joint filter and joint sealing compound. [MoRTH Specfication Scetion 2600] 13.1-With 20mm thick Galvanized mild steel plate as per MoRTH Specification : Section 1900, 2600
675.7
914897
1354
Diamond Grade Aluminum backed Flexible Prismatic Sheeting:
The “Aluminum-backed flexible prismatic (‘AFP’)” sheeting shall consist of Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification for reboundable retro reflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color on top in a continuous roll format.Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0°C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off.A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material.
20
163500
8175
PART B - N.P. WORK
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5m
3653.63
769089
210.5
Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1
2071.88
466587
225.2
Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 4.10.1.1
2071.88
505953
244.2
Back filing in foundation, trench behind abutment, wing wall and return wall etc and below pipe bed in layers not exceeding 20cm in depth, consolidating each deposited layer compacted by mechanical means with all lead and lift as per drawing and technical specification including all material, labour, machinery as per clause 2100 and 2200 of MoRT&H specification including all material, labour, machinery. Using selected granular material (as per clause 2200 of MoRT&H).
678.75
799567
1178
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 clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification.
814.5
1270620
1560
Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc. 150 mm dia
603.33
82354
136.5
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), 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 MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - I Material
150.8
170253
1129
Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrater, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc. PCC Grade M -20
255.53
1556177
6090
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
1466.27
8592342
5860
Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.
190.76
12628312
66200
Providing and laying reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement @ 75kg/cum complete as per drawing and technical specification and as per clause 2702 of MoRT&H Specification including all material, labour, machinary etc.
258.38
2855099
11050
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
273
1722630
6310
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:Hot finished seamless type tubes.
115750
10197575
88.1
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour. 90 Cm equilateral triangle
4
17380
4345
60 Cm equilateral triangle
4
11580
2895
60Cm Circular
6
23070
3845
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 contractor labour tools and materials crane, machinery, preparation of surface as directed by Engineer in charge, including filling of joints by epoxy and sand including all material and labour tools, plants machinery etc with all lead and lift. Single Cell BOX (RUB)
2279.27
9686897
4250
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 including cutting to size and shape wherever required.1.00mm thick with zinc coating not less than 275gm/m²
1762.5
2021587
1147
Supplying, fabrication & erection of all steel member as per IS 800-1984 & other relevent IS code for shelter/ 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/ descent 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/ descent, crossing of track as a complete job. For 1x2 Nos Height Guages
60
420180
7003
R.C.C. pipes NP4 class 600 mm dia 600 mm dia For Cross Drainage Pipe
16
40960
2560
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