Public Works Department Tender
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Costs
EMD
₹ 2,34,820Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_434288_1Tender No
NIB 08/2024-25/RJ-20-01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
1.6
9088
14540.8
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Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
155.72
131
20399.32
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Granular Sub-base with Well Graded Material (Table 400.1) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with all lead For Grading III Material
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Mukundgarh to Kaseru
531.56
712
378470.72
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2 : Using Gravel mix soil using
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-
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Mukundgarh to Kaseru
772.4
441
340628.4
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
968.82
441
427249.62
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Water Bound Macadam with Crushable Screenings
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means
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Mukundgarh to Kaseru
268.59
894
240119.46
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Water Bound Macadam with Crushable Screenings
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means
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Mukundgarh to Kaseru
1063.13
960
1020604.8
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
862.06
960
827577.6
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
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-
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Mukundgarh to Kaseru
13612.5
26
356647.5
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
11494.13
26
301146.08
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Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
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Mukundgarh to Kaseru
13612.5
15
213716.25
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
11494.13
15
180457.76
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 in a suitable 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 MoRTH Specification Clause 510.Case - II By Mechanical Means Bitumen (S-65)
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Mukundgarh to Kaseru
13612.5
105
1429312.5
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
11494.13
105
1206883.13
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 : By Mechanical Means : Case - II : Type B : Bitumen (S-65)
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Mukundgarh to Kaseru
13612.5
39
530887.5
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
11494.13
39
448270.88
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Interlocking Concrete Block Pavement(Banas/Bikaner quarry sand permitted only) Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm.
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
1525.93
624
952177.2
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade . P.C.C. grade M 20 (Banas/Bikaner quarry sand permitted only) Nominal mix (1:2:4)
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
27.33
3800
103854
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Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
136.65
157
21454.05
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Cement Concrete Pavement
Providing and Laying un-reinforced, dowel jointed, plain cement concrete 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 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-40 pavement Grade
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Mukundgarh to Kaseru
112.5
6152
692100
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Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801
Ordinary Kilometer Stone (Precast)]
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-
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Mukundgarh to Kaseru
4
1275
5100
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
5
1275
6375
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200 m stone (precast)
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-
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Mukundgarh to Kaseru
14
462
6468
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
16
462
7392
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Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle
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Mukundgarh to Kaseru
4
1734
6936
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board
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Mukundgarh to Kaseru
1.62
2760
4471.2
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
1.08
2760
2980.8
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P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness framed to steel hollow section of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular plate shall be plain at the junction of base plate. The size of definition plate shall be 1500 x 600 mm and embedding the post by M-15 mix C.C. block 300x300x600mm including lettering / writing and painting etc. complete in all respect.
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Mukundgarh to Kaseru
1
10682
10682
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
1
10682
10682
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Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilater & triangle
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
10
4590
45900
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Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge.
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Mukundgarh to Kaseru
2
14123
28246
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
1
14123
14123
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Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements.
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Mukundgarh to Kaseru
284
879
249636
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
792.8
879
696871.2
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Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary Soil : Upto 3 m depth
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
154.69
139
21501.91
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 (Banas/Bikaner quarry sand permitted only) P.C.C grade M 10 : Nominal mix 1:3:6
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-
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
22.1
3222
71206.2
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. (Banas/Bikaner quarry sand permitted only) Random Rubble masonary : in cement mortar 1:4
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
315.7
2576
813243.2
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 : (Banas/Bikaner quarry sand permitted only) 75 mm thick
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Parasrampura to Charan Ki Dhani Km 0/0 to 4/500
63.14
346
21846.44
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