Public Works Department Tender
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Costs
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Refer DocumentsDocument Cost
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₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_244430_6Bid Award Id
ViewTender No
ACE PWD ZONE KOTA NITNO-18-2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
0.87
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1.3
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
0.5
-
1
Total
3.12
-
12695
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
565.5
-
1
Kadodiya to Modi 0/0 to 3/0
780
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
675
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1170
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
420
-
1
Total
3610.5
-
399
Filling pot holes and patch repair with WBM as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404].
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
497.25
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1606.5
-
1
Total
2103.75
-
108
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
745.88
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1606.5
-
1
Total
2352.38
-
114
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.
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
4972.5
-
1
Kadodiya to Modi 0/0 to 3/0
9945
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
5737.5
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
9945
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
5355
-
1
Total
35955
-
11.48
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. case II By mechanical means.
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
4972.5
-
1
Kadodiya to Modi 0/0 to 3/0
9945
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
5737.5
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
9945
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
5355
-
1
Total
35955
-
119
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
4972.5
-
1
Kadodiya to Modi 0/0 to 3/0
9945
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
5737.5
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
9945
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
5355
-
1
Total
35955
-
37
Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
2
-
1
Kadodiya to Modi 0/0 to 3/0
3
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
2
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
3
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
2
-
1
Total
12
-
1762
Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
5
-
1
Kadodiya to Modi 0/0 to 3/0
11
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
6
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
12
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
6
-
1
Total
40
-
512
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.
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
1
-
1
Kadodiya to Modi 0/0 to 3/0
1
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
2
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
2
-
1
Total
7
-
9492
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
189.91
-
1
Kadodiya to Modi 0/0 to 3/0
16.45
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
78.24
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
234.45
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
27.4
-
1
Total
546.45
-
69
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
37.62
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
43.52
-
1
Total
81.14
-
3625
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
47.39
-
1
Kadodiya to Modi 0/0 to 3/0
26.41
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
116.26
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
72.45
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
29.4
-
1
Total
291.91
-
4423
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
0.37
-
1
Kadodiya to Modi 0/0 to 3/0
0.25
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
1.1
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
0.6
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
0.28
-
1
Total
2.6
-
64328
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
80.27
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
97.84
-
1
Total
178.11
-
4404
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
33.36
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
33.36
-
1
Total
66.72
-
4879
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
3.9
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
4.04
-
1
Total
7.94
-
64448
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].
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
12
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
12
-
1
Total
24
-
129
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
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
14.44
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
14.44
-
1
Total
28.88
-
5471
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
0.91
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
0.91
-
1
Total
1.82
-
65586
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].
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
3.94
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
3.94
-
1
Total
7.88
-
10171
Providing and laying 12mm thick Bitumen Mastic wearing coat with bitumen of grade S35 as per Table 500-27, 10.2% by weight on prepared base including coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat. (MoRTH specification : Clause 515).
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
4.13
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
4.13
-
1
Total
8.25
-
270
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
4
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
4
-
1
Total
8
-
1800
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).
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
34.14
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
34.14
-
1
Total
68.28
-
771
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 Brick/Tile work In cement mortar
-
-
-
Raghunathpura to Kala Balda Shivmandir Km. 0/0 to 1/500
55
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
55
-
1
Total
110
-
178
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
Kadodiya to Modi 0/0 to 3/0
2983.5
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
2008.13
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
3480.75
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
1606.5
-
1
Total
10078.88
-
7.9
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
-
-
-
Kadodiya to Modi 0/0 to 3/0
1989
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
860.63
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
478.13
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
860.63
-
1
Total
4188.39
-
1351
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
-
-
-
Kadodiya to Modi 0/0 to 3/0
9945
-
1
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
5737.5
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
1912.5
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
5737.5
-
1
Total
23332.5
-
30.15
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-15 grade
-
-
-
Kadodiya to Modi 0/0 to 3/0
6.88
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
9.21
-
1
Total
16.09
-
3905
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia
-
-
-
Kadodiya to Modi 0/0 to 3/0
7.5
-
1
Total
7.5
-
4851
Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 200 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
-
-
-
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
168.3
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
84.15
-
1
Total
252.45
-
2793
Providing and fixing of precast concrete interlocking blocks of 80mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 1. Shape : As specified by Engineer-in-charge. 2. Tensile splitting strength and breaking load as per BS : 6717-2001. 3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm 5. Variation in thickness : Less than 3.2mm
-
-
-
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
1122
-
1
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
561
-
1
Total
1683
-
558
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.
-
-
-
Raipur Sunel Road to Kotra Pratap Km. 0/0 to 3/0
7.82
-
1
Kalmandi Kalan to Luhariya Deh (Harishpura) Km. 0/0 to 2/0
2.74
-
1
Total
10.56
-
3429
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 600 mm dia
-
-
-
Himmatgarh to Tiktikiya Km. 0/0 to 3/500
7.5
-
1
Total
7.5
-
2072
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