Public Works Department Tender
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Costs
EMD
₹ 3,60,680Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_429194_4Tender No
SE PWD CIRCLE BARAN NITNO-03-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
0.08
20115
1609
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
760
1
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ew.Myk jksM ls dNkoufdeh 3@700
950
1
-
dqy
1710
154
263340
Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
118.4
1
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ew.Myk jksM ls dNkoufdeh 3@700
162
1
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dqy
280.4
1327
372091
Providing, laying and spreading of granular sub-base by providing coarse graded 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 MoRTH Specification : clause No. 401. Grading-III
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
24.3
1
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ew.Myk jksM ls dNkoufdeh 3@700
60.75
1
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dqy
85.05
523
44481
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
67.5
1
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ew.Myk jksM ls dNkoufdeh 3@700
168.75
1
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dqy
236.25
1595
376819
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
300
1
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ew.Myk jksM ls dNkoufdeh 3@700
750
1
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dqy
1050
34
35700
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
300
1
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ew.Myk jksM ls dNkoufdeh 3@700
750
1
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dqy
1050
12
12600
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
300
1
-
ew.Myk jksM ls dNkoufdeh 3@700
750
1
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dqy
1050
114
119700
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
300
1
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ew.Myk jksM ls dNkoufdeh 3@700
750
1
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dqy
1050
41
43050
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
105.76
1
-
ew.Myk jksM ls dNkoufdeh 3@700
15
1
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dqy
120.76
3806
459613
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
495.45
1
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ew.Myk jksM ls dNkoufdeh 3@700
150
1
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dqy
645.45
74
47763
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-10 grade
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ew.Myk jksM ls dNkoufdeh 3@700
137.29
1
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dqy
137.29
2827
388119
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
132.2
1
-
ew.Myk jksM ls dNkoufdeh 3@700
440.12
1
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dqy
572.32
4909
2809519
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
2
1
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ew.Myk jksM ls dNkoufdeh 3@700
5.05
1
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dqy
7.05
88818
626167
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
348
1
-
ew.Myk jksM ls dNkoufdeh 3@700
731.14
1
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dqy
1079.14
4844
5227354
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
19.99
1
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ew.Myk jksM ls dNkoufdeh 3@700
36.76
1
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dqy
56.75
5366
304521
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
4.69
1
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ew.Myk jksM ls dNkoufdeh 3@700
9.35
1
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dqy
14.04
88951
1248875
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
40
1
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ew.Myk jksM ls dNkoufdeh 3@700
70
1
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dqy
110
129
14190
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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ew.Myk jksM ls dNkoufdeh 3@700
239.25
1
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dqy
239.25
6074
1453205
Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure Batching Plant
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
85.39
1
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dqy
85.39
5558
474598
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
6.7
1
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ew.Myk jksM ls dNkoufdeh 3@700
18.78
1
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dqy
25.48
90131
2296538
Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
5.04
1
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ew.Myk jksM ls dNkoufdeh 3@700
5.04
1
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dqy
10.08
3757
37871
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
15.12
1
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ew.Myk jksM ls dNkoufdeh 3@700
15.12
1
-
dqy
30.24
9259
279992
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
11.14
1
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ew.Myk jksM ls dNkoufdeh 3@700
24.75
1
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dqy
35.89
11188
401537
Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
22.77
1
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dqy
22.77
270
6148
Providing, laying and fixing of Filler Joint Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
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ew.Myk jksM ls dNkoufdeh 3@700
27.19
1
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dqy
27.19
1436
39045
Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.
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ew.Myk jksM ls dNkoufdeh 3@700
75
1
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dqy
75
18
1350
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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. (MoRTH specification : Clause 710, 2200, 2504).
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
54.08
1
-
ew.Myk jksM ls dNkoufdeh 3@700
79.25
1
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dqy
133.33
875
116664
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
145.66
1
-
ew.Myk jksM ls dNkoufdeh 3@700
195.47
1
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dqy
341.13
452
154191
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Dismantling stone masonry Rubble stone masonry in cement mortar
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ew.Myk jksM ls dNkoufdeh 3@700
62.5
1
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dqy
62.5
189
11813
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in Situ
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
54.4
1
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dqy
54.4
1690
91936
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
1
1
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ew.Myk jksM ls dNkoufdeh 3@700
1
1
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dqy
2
8300
16600
Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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ew.Myk jksM ls dNkoufdeh 3@700
2
1
-
dqy
2
3300
6600
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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jhk ls nhyksn ok;k QqycMkSnk fdeh 4@500
770.4
1
-
dqy
770.4
122
93989
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In Hard Rock [MoRTH Specification : Clause 301, 302, 303]. Blasting Prohibited
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ew.Myk jksM ls dNkoufdeh 3@700
816.16
1
-
dqy
816.16
412
336258
Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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ew.Myk jksM ls dNkoufdeh 3@700
2
1
-
dqy
2
1672
3344
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