Public Works Department Tender
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Costs
EMD
₹ 7,13,660Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_431055_2Tender No
Short Term NIT No. 01/2024-25/Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R Jodly to Jeerota
1.41
11886
16759.26
A/R to Ramathara
0.92
11886
10935.12
A/R to Amarwarh
1.53
11886
18185.58
A/R Jakhoda to Barunda
2.1
11886
24960.6
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 500 mtr
-
-
-
A/R Aruda to Kusalsingh
2400
79
189600
A/R Jodly to Jeerota
3200
79
252800
A/R to Ramathara
500
79
39500
A/R to Amarwarh
1200
79
94800
A/R Jakhoda to Barunda
1500
79
118500
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. To achieve 100% Proctor density
-
-
-
A/R Aruda to Kusalsingh
921.5
391
360306.5
A/R Jodly to Jeerota
1100
391
430100
A/R to Ramathara
856.25
391
334793.75
A/R to Amarwarh
925
391
361675
A/R Jakhoda to Barunda
1074
391
419934
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 Aruda to Kusalsingh
290.67
1193
346769.31
A/R Jodly to Jeerota
341.82
1193
407791.26
A/R to Ramathara
573.75
1193
684483.75
A/R to Amarwarh
140.63
1193
167771.59
A/R Jakhoda to Barunda
190.67
1193
227469.31
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 Aruda to Kusalsingh
277.87
1253
348171.11
A/R Jodly to Jeerota
573.75
1253
718908.75
A/R to Ramathara
487.69
1253
611075.57
A/R to Amarwarh
602.44
1253
754857.32
A/R Jakhoda to Barunda
115.61
1253
144859.33
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 8.50 Kg/10 Sqm
-
-
-
A/R Aruda to Kusalsingh
3882.38
24
93953.48
A/R Jodly to Jeerota
7650
24
185130
A/R to Ramathara
6502.5
24
157360.5
A/R to Amarwarh
8032.5
24
194386.5
A/R Jakhoda to Barunda
1338.75
24
32397.75
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 2.75 Kg extra in emulsion per 10 sqm
-
-
-
A/R Aruda to Kusalsingh
11475
9
107865
A/R Jodly to Jeerota
7650
9
71910
A/R to Ramathara
6502.5
9
61123.5
A/R to Amarwarh
8032.5
9
75505.5
A/R Jakhoda to Barunda
12048.75
9
113258.25
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 Aruda to Kusalsingh
573.75
5020
2880569.25
A/R Jakhoda to Barunda
602.44
5020
3024610.26
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-30
-
-
-
A/R Aruda to Kusalsingh
11475
103
1186515
A/R Jodly to Jeerota
7650
103
791010
A/R to Ramathara
6502.5
103
672358.5
A/R to Amarwarh
8032.5
103
830560.5
A/R Jakhoda to Barunda
12048.75
103
1245840.75
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. (b) with bitumen grade VG 30
-
-
-
A/R Aruda to Kusalsingh
11475
35
403920
A/R Jodly to Jeerota
7650
35
269280
A/R to Ramathara
6502.5
35
228888
A/R to Amarwarh
8032.5
35
282744
A/R Jakhoda to Barunda
12048.75
35
424116
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 Aruda to Kusalsingh
150
5695
854250
A/R Jodly to Jeerota
900
5695
5125500
A/R to Ramathara
168.75
5695
961031.25
A/R to Amarwarh
300
5695
1708500
A/R Jakhoda to Barunda
262.5
5695
1494937.5
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
128.64
5695
732604.8
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 Aruda to Kusalsingh
1
11942
11942
A/R Jodly to Jeerota
1
11942
11942
A/R to Ramathara
1
11942
11942
A/R to Amarwarh
1
11942
11942
A/R Jakhoda to Barunda
1
11942
11942
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
1
11942
11942
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 Aruda to Kusalsingh
3
2346
7038
A/R Jodly to Jeerota
2
2346
4692
A/R to Ramathara
2
2346
4692
A/R to Amarwarh
2
2346
4692
A/R Jakhoda to Barunda
3
2346
7038
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 600 mm
-
-
-
A/R Aruda to Kusalsingh
5
2592
12960
A/R Jodly to Jeerota
6
2592
15552
A/R to Ramathara
1
2592
2592
A/R to Amarwarh
4
2592
10368
A/R Jakhoda to Barunda
6
2592
15552
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
2
2592
5184
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 Aruda to Kusalsingh
4
1247
4988
A/R Jodly to Jeerota
4
1247
4988
A/R to Ramathara
2
1247
2494
A/R to Amarwarh
3
1247
3741
A/R Jakhoda to Barunda
4
1247
4988
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 Aruda to Kusalsingh
12
356
4272
A/R Jodly to Jeerota
13
356
4628
A/R to Ramathara
8
356
2848
A/R to Amarwarh
10
356
3560
A/R Jakhoda to Barunda
13
356
4628
PART-B :- 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
-
-
-
A/R to Ramathara
76.25
124
9454.38
A/R to Amarwarh
158.02
124
19593.86
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
324
124
40176
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 crushed stone aggregate 20 mm nominal size.
-
-
-
A/R to Ramathara
13.46
3415
45951.52
A/R to Amarwarh
27.89
3415
95232.85
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
166.5
3415
568630.8
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 to Ramathara
77.63
3245
251893.13
A/R to Amarwarh
160.88
3245
522039.38
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
337.5
3245
1095187.5
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Ramathara
103.5
114
11840.4
A/R to Amarwarh
214.5
114
24538.8
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
402
114
45988.8
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. 75 mm thick
-
-
-
A/R to Ramathara
27.6
419
11564.4
A/R to Amarwarh
57.2
419
23966.8
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
120
419
50280
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
204
143
29172
Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M25
-
-
-
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
112.5
5099
573637.5
Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600. TMT Steel reinforcement
-
-
-
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
2.63
85670
225483.44
Random rubble dry stone Kharanja under floor.
-
-
-
Repair of CD Work on Naroli to Khedla Road Ch. 6-400 to 6-800
80.4
932
74932.8
PART-C :- Syphon
-
-
-
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
-
-
-
A/R Aruda to Kusalsingh
41.76
124
5178.24
A/R Jodly to Jeerota
41.76
124
5178.24
A/R to Ramathara
34.8
124
4315.2
A/R to Amarwarh
20.88
124
2589.12
A/R Jakhoda to Barunda
20.88
124
2589.12
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 crushed stone aggregate 20 mm nominal size.
-
-
-
A/R Aruda to Kusalsingh
13.38
3415
45695.38
A/R Jodly to Jeerota
13.38
3415
45695.38
A/R to Ramathara
11.15
3415
38079.48
A/R to Amarwarh
6.69
3415
22847.69
A/R Jakhoda to Barunda
6.69
3415
22847.69
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 Aruda to Kusalsingh
12
3245
38940
A/R Jodly to Jeerota
12
3245
38940
A/R to Ramathara
10
3245
32450
A/R to Amarwarh
6
3245
19470
A/R Jakhoda to Barunda
6
3245
19470
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), 300mm dia
-
-
-
A/R Aruda to Kusalsingh
45
455
20493
A/R Jodly to Jeerota
45
455
20493
A/R to Ramathara
37.5
455
17077.5
A/R to Amarwarh
22.5
455
10246.5
A/R Jakhoda to Barunda
22.5
455
10246.5
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
A/R Aruda to Kusalsingh
14.4
143
2059.2
A/R Jodly to Jeerota
14.4
143
2059.2
A/R to Ramathara
12
143
1716
A/R to Amarwarh
7.2
143
1029.6
A/R Jakhoda to Barunda
7.2
143
1029.6
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. 75 mm thick
-
-
-
A/R Aruda to Kusalsingh
7.2
419
3016.8
A/R Jodly to Jeerota
7.2
419
3016.8
A/R to Ramathara
6
419
2514
A/R to Amarwarh
3.6
419
1508.4
A/R Jakhoda to Barunda
3.6
419
1508.4
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