Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_234494_1Bid Award Id
ViewTender No
NIT No. 03/2021-22 ACE PWD Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
3.26
39178
12018
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
1.13
13520
12018
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
1.13
13520
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 ordInary soil
mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
3150
113400
36
Raisana to Datasuti Km. 0/0 to 5/0
19700
709200
36
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
11440
411840
36
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
2080
74880
36
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
800
28800
36
Construction of Embankment with Material Obtained from Borrow Pits
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 500mtr to 1000 mtr
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
3150
311850
99
Raisana to Datasuti Km. 0/0 to 5/0
19700
1950300
99
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
11440
1132560
99
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
2080
205920
99
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
2400
237600
99
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 25.
ii)To achieve 95% Proctor density
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
1653.5
600220
363
Raisana to Datasuti Km. 0/0 to 5/0
5101.25
1851753
363
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
3630
1317690
363
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
1157.5
420172
363
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
1586.25
575808
363
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
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
478.13
570403
1193
Raisana to Datasuti Km. 0/0 to 5/0
1546.88
1845421
1193
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
1125
1342125
1193
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
421.88
503296
1193
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
421.88
503296
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
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
534.38
669571
1253
Raisana to Datasuti Km. 0/0 to 5/0
1546.88
1938234
1253
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
984.38
1233421
1253
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
393.75
493368
1253
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
421.88
528609
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
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
6375
116025
18.2
Raisana to Datasuti Km. 0/0 to 5/0
20625
375375
18.2
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
13125
238875
18.2
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
5250
95550
18.2
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
5250
95550
18.2
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
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
6375
44625
7
Raisana to Datasuti Km. 0/0 to 5/0
20625
144375
7
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
13125
91875
7
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
5250
36750
7
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
5250
36750
7
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.
with bitumen grade VG-10
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
6502.5
604732
93
Raisana to Datasuti Km. 0/0 to 5/0
21037.5
1956487
93
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
13387.5
1245037
93
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
5355
498015
93
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
5355
498015
93
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-10
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
6502.5
214582
33
Raisana to Datasuti Km. 0/0 to 5/0
21037.5
694237
33
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
13387.5
441787
33
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
5355
176715
33
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
5355
176715
33
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, 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 membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
168.75
873787
5178
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
375
1941750
5178
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
84.38
436893
5178
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
75.94
393204
5178
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 -3 (Single Row) 300 mm dia
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
52.5
21735
414
Raisana to Datasuti Km. 0/0 to 5/0
165
68310
414
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
112.5
46575
414
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
45
18630
414
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
67.5
27945
414
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 section of 75mm x 75mm, 2.5m long stove enameled 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.
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
1
10876
10876
Raisana to Datasuti Km. 0/0 to 5/0
1
10876
10876
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
2
21752
10876
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
1
10876
10876
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
1
10876
10876
Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :
900 x 750 mm
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
2
5650
2825
Raisana to Datasuti Km. 0/0 to 5/0
4
11300
2825
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
7
19775
2825
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
2
5650
2825
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
2
5650
2825
Kilometre Stone
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
Ordinary Kilometer Stone (Precast)
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
2
2268
1134
Raisana to Datasuti Km. 0/0 to 5/0
6
6804
1134
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
4
4536
1134
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
3
3402
1134
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
3
3402
1134
Kilometre Stone
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
200 m stone (precast)
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
8
2592
324
Raisana to Datasuti Km. 0/0 to 5/0
22
7128
324
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
16
5184
324
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
6
1944
324
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
6
1944
324
PART 'B' (HP Culvert 1x1000) Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
36.2
4090
113
Raisana to Datasuti Km. 0/0 to 5/0
108.6
12271
113
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. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
12.08
34383
2847
Raisana to Datasuti Km. 0/0 to 5/0
36.23
103152
2847
Providing and laying stone masonry work in cement mortar 1:3 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
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
30.19
89072
2950
Raisana to Datasuti Km. 0/0 to 5/0
90.58
267219
2950
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 - 3 1000 mm dia (single row)
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
7.5
22830
3044
Raisana to Datasuti Km. 0/0 to 5/0
22.5
68490
3044
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
50 mm thick
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
5.6
1422
254
Raisana to Datasuti Km. 0/0 to 5/0
16.8
4267
254
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
18.2
1892
104
Raisana to Datasuti Km. 0/0 to 5/0
54.6
5678
104
PART-C (Protection wall) Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
97.2
10983
113
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
194.4
21967
113
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
66.96
7566
113
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
216
24408
113
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. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
12.15
34591
2847
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
24.3
69182
2847
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
8.37
23829
2847
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
27
76869
2847
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 1:6
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
126
353178
2803
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
252
706356
2803
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
86.8
243300
2803
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
280
784840
2803
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
99
10296
104
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
198
20592
104
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
68.2
7092
104
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
220
22880
104
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
50 mm thick
-
-
-
Gavadi (Mohanpura) to Farm Km. 0/0 to 2/0
18
4572
254
Mundiya to Bholu Ki Khoti Km. 0/0 to 4/0
36
9144
254
Lalarampura Talai to Nandpura Km. 0/0 to 1/500
12.4
3149
254
Bagor-Garhkheda Road to Safipura Km. 0/0 to 1/500
40
10160
254
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