Public Works Department Tender
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Costs
EMD
₹ 17,52,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CEPWD_436428_1Tender No
NIT No 19 of 2024-25 ACE PWD ZONE I JodhpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
FD order dated 22.10.2021 for additional Performance security for unbalanced bid
BOQ Items
... More
Reinforced cement concrete in Open Foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)] M35 grade
1480.35
5139
7607518.65
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement
180
85425
15376500
... More
Part B: Sub structure Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-30 Height upto 5.00m.
642.25
5421
3481660.56
... More
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-30 Height above 5.00m. Upto 10m.
284.14
5539
1573834.84
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
100.67
86003
8657707
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
3900
269
1049100
... More
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. RCC/PSC Grade M-35 Using Batching Plant, Transit Mixer and Concrete Pump. For T beam & Slab above 10 m.
576
6452
3716352
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
67.82
86235
5848802.64
... More
PCC M-15 grade levelling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.
25.2
3977
100220.4
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. Grade of Concrete M-30
25.2
8761
220777.2
... More
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (PMB - 40) meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti- skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 Cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MORTH specification Clause 516.Grade-I Bitumen @ 5.2 % of mix With All lead of mix material VG-30 grade
804
579
465516
... More
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density
252
284
71568
... More
Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
234
2379
556686
... More
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification) with cement concrete M-40 grade
336
5892
1979712
... More
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
67.2
760
51072
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
3276
180
589680
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
156
4135
645060
... More
Reinforced cement concrete in Open Foundation/ pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Structrual concrete. [MoRTH Specifaction: 1100,1500,1700] M-30 grade
351
5035
1767285
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement For Foundation
40
85425
3417000
... More
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-30 Height upto 5.00m.
293
5312
1556416
... More
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. PSC Grade M 40 Using Batching Plant, Transit Mixer and Concrete Pump. For Solid Slab/Voided slab Superstructure above 10 m.
160
6385
1021600
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
61
86003
5246183
... More
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means Cement concrete grade M-15 & M-20
112
479
53648
... More
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means Cement concrete grade M-15 & M-20Rubble stone masonry in cement mortar
384
247
94848
... More
Recover cost of useful stone @ 2/3rd of masonry work dismantaled quantity.
256
575
-147200
... More
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density
252
284
71568
... More
Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801.
(A) 90 cm equilateral triangle
4
4373
17494.4
... More
60 cm equilateral triangle
4
2953
11814
... More
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801.
60 cm. X 45 cm.
4
2483
9935.2
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75 cm. X 45 cm.
4
3105
12421.2
... More
Supply & fixing Retro-Reflectorised route marker sign boards as per IRC-67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on mild steel angle iron post 75mmx75mmx6mm, 3.65 m. long and fixed on 50x50x6mm angle iron frame with defination plate of 30cm. x 25 cm. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm.x45cm.x60 cm., 60cm. below ground level as per approved drawing.
4
3410
13640
... More
Supplying of men at work sign board (folding type) made on 1.25 mm thick M.S. sheet size 900x900x900mm painted in white stove enamelled paint and reflective machine cut sheet Men's emblem and letter MEN AT WORK in red colours and additional attachment of size 150x900mm plate for gang number & name with white stoving enamelled back ground, both plates are fixed on a folding stand of M.S. (heavy) steel tube of size 13.2mm , outer dia as per IS-1239 (Part-I) 1979 duly painted in gray colour and both the plates are painted on back side in gray enamel paint.
6
1055
6330
... More
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
450
186
83700
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Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
500
497
248500
... More
Painting with superior grade enamel paint of approved quality to give an even shade including writing, lettering, figuring etc. complete as per IRC standard of : Number on Bridge & Culverts
a) New Work (Three coats)
100
125
12500
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In hard Soil [MoRTH Specification : Clause : 301] Depth upto 3m
123.93
180
22307.4
... More
Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.
20.25
3780
76545
... More
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4
59.67
3929
234443.43
... More
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.
63
190
11970
... More
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204(A) Flush and Rulled Type
84
48
4032
... More
Providing and laying of boulder/quarry stone apron laid in wire crates made with 4 mm dia GI wire conforming to IS: 280 & IS: 4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 Kg each (specific gravity not less than 2.65) including excavation for trimming for preparation of bed as per MoRTH specification clause 2503
378
1609
608202
... More
Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] Concrete By mechanical Means Cement concrete grade M-15 & M-20
75
479
35925
... More
Part B: Siriyari Bridge
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
1839.09
180
331036.2
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In hard Soil [MoRTH Specification : Clause : 301] Above 3m to 6m depth
464.02
301
139670.02
... More
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
314.38
4135
1299961.3
... More
Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]Concrete M25 grade In P.C.C. Height upto 5m.
1346.7
5214
7021693.8
... More
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. RCC Grade M-25 Using concrete mixer For Solid Slab Superstructure Height upto 5 m.
627.55
5736
3599626.8
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
38.03
86235
3279517.05
... More
Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.
69.3
760
52668
... More
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 1 V: 20 H towards drawing face. Complete as per drawing and technical specifications.
560
100
56000
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.
50.4
9854
496641.6
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
1008
269
271152
... More
Construction of RCC railing of M-30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawings and MoRTH specification 2703, 1500, 1600, 1700.
120
1686
202320
... More
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ of 1 litre for 2 Sqm.
240
36
8640
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
25.2
8761
220777.2
... More
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density
81
284
23004
... More
Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
81
2379
192699
... More
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification) with cement concrete M-40 grade
108
5892
636336
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In hard Soil [MoRTH Specification : Clause : 301] Depth upto 3m
83.3
180
14993.1
... More
Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.
13.64
3780
51540.3
... More
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4
40.1
3929
157533.26
... More
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.
43
190
8170
... More
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204(A) Flush and Rulled Type
56
48
2688
... More
Providing and laying of boulder/quarry stone apron laid in wire crates made with 4 mm dia GI wire conforming to IS: 280 & IS: 4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 Kg each (specific gravity not less than 2.65) including excavation for trimming for preparation of bed as per MoRTH specification clause 2503.
283.5
1609
456151.5
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