Public Works Department Tender
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Costs
EMD
₹ 5,43,660Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEPWD_103584_2Bid Award Id
ViewTender No
Short Term NIT No. 01/2018-19 SRF Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Barh Salampur Km. 0/0 to 2/0
0.36
4326
12018
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
0.12
1442
12018
A/R Dabra to Shekhpura Km. 0/0 to 3/0
1.73
20791
12018
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mixed with kankar, boulders etc. upto 20%, mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper.
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
1125
64125
57
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil. mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper.
-
-
-
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
312
13104
42
Restoration of rain cuts with soil, morrum, gravel or a mixtrue of these including all leads and lifts and cost of arrangement of land, cleaning the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002.
-
-
-
A/R Dabra to Shekhpura Km. 0/0 to 3/0
750
84750
113
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202, By Mechanical Means, Bituminous courses
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
28.13
4388
156
A/R to Khiderpur Km. 0/0 to 2/0
33.75
5265
156
A/R to Barh Salampur Km. 0/0 to 2/0
22.5
3510
156
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
26.25
4095
156
A/R Dabra to Shekhpura Km. 0/0 to 3/0
17.06
2661
156
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5, _____do___________ with lead 6.0 Km.
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
4995
584415
117
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ___do_____ with lead 50 mtr to - 500mtr
-
-
-
A/R Dabra to Shekhpura Km. 0/0 to 3/0
1080
85320
79
Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20. ii)To achieve 95% Proctor density
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
1553.65
546884
352
A/R to Khiderpur Km. 0/0 to 2/0
251.25
88440
352
A/R to Barh Salampur Km. 0/0 to 2/0
232.5
81840
352
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
409.13
144013
352
A/R Dabra to Shekhpura Km. 0/0 to 3/0
762.75
268488
352
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 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 Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured). Grading no.2 (63-45mm) Crusher broken
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
464.07
553635
1193
A/R to Khiderpur Km. 0/0 to 2/0
56.25
67106
1193
A/R to Barh Salampur Km. 0/0 to 2/0
28.13
33559
1193
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
213.75
255003
1193
A/R Dabra to Shekhpura Km. 0/0 to 3/0
219.37
261708
1193
Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 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 Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured). Grading no.3 (53-22.4 mm) crusher broken
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
743.91
932119
1253
A/R to Khiderpur Km. 0/0 to 2/0
478.13
599096
1253
A/R to Barh Salampur Km. 0/0 to 2/0
458.44
574425
1253
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
225.84
282977
1253
A/R Dabra to Shekhpura Km. 0/0 to 3/0
158.07
198061
1253
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 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 CIause- 502,112. Add extra to above item per 1 Kg Extra in Emulsion per 10 Sqm 7.50 Kg/10 Sqm
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
9918.75
205318
20.7
A/R to Khiderpur Km. 0/0 to 2/0
6375
131962
20.7
A/R to Barh Salampur Km. 0/0 to 2/0
6112.5
126528
20.7
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
2737.5
56666
20.7
A/R Dabra to Shekhpura Km. 0/0 to 3/0
1125
23287
20.7
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112. Add extra to above item per 1.0 Kg extra in emulsion per 10 sqm @ 2 .75 kg /10sqm
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
9918.75
84805
8.55
A/R to Khiderpur Km. 0/0 to 2/0
6375
54506
8.55
A/R to Barh Salampur Km. 0/0 to 2/0
6112.5
52261
8.55
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
2737.5
23405
8.55
Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112. Add extra to above item per 1.0 Kg extra in bitumen VG-10 per 10 sqm @ 3 .50 kg /10sqm
-
-
-
A/R Dabra to Shekhpura Km. 0/0 to 3/0
9825
128707
13.1
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 4, for base/binder course including loading of aggregates with F.E. loader and heating and mixing of stone aggregate and bitumen (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling by power roller & vibratory compactor to achieve the desired density (as per job mix formula approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] with 3.30% bitumen with all lead. For grading-2 (layer thickness 50-75mm). with bitumen grade VG-30
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
496.88
2268257
4565
Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
9918.75
981956
99
A/R to Khiderpur Km. 0/0 to 2/0
6375
631125
99
A/R to Barh Salampur Km. 0/0 to 2/0
6112.5
605137
99
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
2737.5
271012
99
A/R Dabra to Shekhpura Km. 0/0 to 3/0
9825
972675
99
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 antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead. with bitumen grade VG-30
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
9918.75
337237
34
A/R to Khiderpur Km. 0/0 to 2/0
6375
216750
34
A/R to Barh Salampur Km. 0/0 to 2/0
6112.5
207825
34
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
2737.5
93075
34
A/R Dabra to Shekhpura Km. 0/0 to 3/0
9825
334050
34
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
771.75
3996121
5178
A/R to Khiderpur Km. 0/0 to 2/0
150
776700
5178
A/R to Barh Salampur Km. 0/0 to 2/0
150
776700
5178
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
452
2340456
5178
A/R Dabra to Shekhpura Km. 0/0 to 3/0
660
3417480
5178
Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS: 383 , the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant as per mix design at optimum moisture content, transporting to site, laying with a hydrostatic paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.
-
-
-
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
38.5
105143
2731
A/R Dabra to Shekhpura Km. 0/0 to 3/0
33.5
91488
2731
Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900, NP - 4 (Single Row), 300 mm Dia
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
112.5
58275
518
A/R to Khiderpur Km. 0/0 to 2/0
22.5
11655
518
A/R to Barh Salampur Km. 0/0 to 2/0
22.5
11655
518
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
22.5
11655
518
A/R Dabra to Shekhpura Km. 0/0 to 3/0
75
38850
518
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). Ordinary km stone for NH
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
4
4536
1134
A/R to Khiderpur Km. 0/0 to 2/0
2
2268
1134
A/R to Barh Salampur Km. 0/0 to 2/0
3
3402
1134
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
2
2268
1134
S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). 200 m stone
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
16
5184
324
A/R to Khiderpur Km. 0/0 to 2/0
6
1944
324
A/R to Barh Salampur Km. 0/0 to 2/0
6
1944
324
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
10
3240
324
A/R Dabra to Shekhpura Km. 0/0 to 3/0
14
4536
324
Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 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 Bhartoon to Khirkada Km. 0/0 to 4/0
4
8532
2133
A/R to Khiderpur Km. 0/0 to 2/0
3
6399
2133
A/R to Barh Salampur Km. 0/0 to 2/0
3
6399
2133
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
3
6399
2133
A/R Dabra to Shekhpura Km. 0/0 to 3/0
6
12798
2133
P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection 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 shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
1
10876
10876
A/R to Khiderpur Km. 0/0 to 2/0
1
10876
10876
A/R to Barh Salampur Km. 0/0 to 2/0
1
10876
10876
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
1
10876
10876
A/R Dabra to Shekhpura Km. 0/0 to 3/0
1
10876
10876
PART- "B" (Drain Work)
Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing 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]. Hard soil with pick work
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
44.55
3920
88
A/R to Khiderpur Km. 0/0 to 2/0
50.63
4455
88
A/R to Barh Salampur Km. 0/0 to 2/0
85.05
7484
88
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
767.48
67538
88
A/R Dabra to Shekhpura Km. 0/0 to 3/0
67.5
5940
88
Providing and laying mechanically 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 as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
9.9
29205
2950
A/R to Khiderpur Km. 0/0 to 2/0
11.25
33187
2950
A/R to Barh Salampur Km. 0/0 to 2/0
18.9
55755
2950
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
58.05
171247
2950
A/R Dabra to Shekhpura Km. 0/0 to 3/0
15
44250
2950
Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random Rubble Masonry, In Cement Mortar 1:4
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
29.7
87615
2950
A/R to Khiderpur Km. 0/0 to 2/0
33.75
99562
2950
A/R to Barh Salampur Km. 0/0 to 2/0
56.7
167265
2950
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
202.72
598024
2950
A/R Dabra to Shekhpura Km. 0/0 to 3/0
40.5
119475
2950
Providing PCC M-20 architectural coping on the top of 50mm thick.
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
66
16764
254
A/R to Khiderpur Km. 0/0 to 2/0
75
19050
254
A/R to Barh Salampur Km. 0/0 to 2/0
126
32004
254
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
364.5
92583
254
A/R Dabra to Shekhpura Km. 0/0 to 3/0
70
17780
254
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
A/R Bhartoon to Khirkada Km. 0/0 to 4/0
99
12870
130
A/R to Khiderpur Km. 0/0 to 2/0
112.5
14625
130
A/R to Barh Salampur Km. 0/0 to 2/0
189
24570
130
A/R Katchroda to Shekhpura Km. 0/0 to 2/0
595.5
77415
130
A/R Dabra to Shekhpura Km. 0/0 to 3/0
195
25350
130
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