Public Works Department Tender
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Costs
EMD
₹ 3,38,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_24Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-02-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Khanpuriya Km. 0/0 to 3/0
1
-
1
Total
2.2
-
12695
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.
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
3750
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
2250
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
8625
-
1
Total
14625
-
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
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
1265.63
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
825
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
2027.96
-
1
Total
4118.58
-
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
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
5625
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
4125
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
8625
-
1
Total
18375
-
30.15
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.
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
5625
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
8250
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
11250
-
1
Total
25125
-
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.
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
5625
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
8250
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
11250
-
1
Total
25125
-
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
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-
-
A/R Jheenkari Km. 0/0 to 2/0
5625
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
8250
-
1
A/R to Khanpuriya Km. 0/0 to 3/0
11250
-
1
Total
25125
-
37
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
-
-
-
A/R Jheenkari Km. 0/0 to 2/0
450
-
1
Rampuriya to Rasulpura Km. 0/0 to 3/700
240
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
666.1
-
1
Total
1356.1
-
399
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
451.64
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
21.64
-
1
Total
473.28
-
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 R.C.C. M-20 grade By using concrete mixer
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
287.63
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
30.04
-
1
Total
317.67
-
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
2.39
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
0.28
-
1
Total
2.67
-
64328
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Ordinary soil
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
43.92
-
1
Total
43.92
-
71
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.
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
34.31
-
1
Total
34.31
-
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
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-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
1500
-
1
Hemda to Karmakhedi Km. 0/0 to 2/500
228.75
-
1
Total
1728.75
-
558
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail 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 as per MoRTH specification : Clause No. 601, 112.
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
7.32
-
1
Total
7.32
-
2502
Providing and Laying Rolled cement concrete of M-10 mix base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per MoRTH Specification : Clause No. 603, 112.
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
150
-
1
Total
150
-
2918
Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
23.79
-
1
Total
23.79
-
4520
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
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
25.46
-
1
Total
25.46
-
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
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
15
-
1
Total
15
-
4851
Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 451 mm to 700 mm Standard Size 1000 x 800 mm
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
73.2
-
1
Total
73.2
-
1188
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
-
-
-
Hemda to Karmakhedi Km. 0/0 to 2/500
0.14
-
1
Total
0.14
-
64303
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
72.52
-
1
Total
72.52
-
3625
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
141.74
-
1
Total
141.74
-
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
66.72
-
1
Total
66.72
-
4879
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
7.66
-
1
Total
7.66
-
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].
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
24
-
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
44.62
-
1
Total
44.62
-
5471
Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
2.8
-
1
Total
2.8
-
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].
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
36
-
1
Total
36
-
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).
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
12.75
-
1
Total
12.75
-
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
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
8
-
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).
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
68.58
-
1
Total
68.58
-
771
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.
-
-
-
Rampuriya to Rasulpura Km. 0/0 to 3/700
15.4
-
1
Total
15.4
-
3429
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.
-
-
-
A/R to Khanpuriya Km. 0/0 to 3/0
2
-
1
Total
2
-
3300
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.
-
-
-
A/R to Khanpuriya Km. 0/0 to 3/0
1725
-
1
Total
1725
-
134
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