Public Works Department Tender
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Costs
EMD
₹ 3,57,460Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEPWD_114330_7Bid Award Id
ViewTender No
Short Term NIT No. 06/2018-19 Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Raneta to Maswata
0.75
9013
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. mechanically using bull dozer, F.E. loader and carriage upto 1 km by tipper/dumper.
-
-
-
A/R to Looloj KM 0-00 TO 1-500
300
12600
42
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
157.5
24570
156
A/R to Looloj KM 0-00 TO 1-500
21.6
3369
156
Removal of blown sand including taking out and disposal of excavated material with lead upto 50 m and lift upto 1.5m disposed soil to be levelled and neatly dressed.
-
-
-
Raneta to Maswata
1320
30360
23
Maintenane of WBM Road includiing flling up of poteholes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical Specifiction Clause:1906
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
2362.5
212625
90
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
16000
1264000
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
1500
528000
352
A/R to Looloj KM 0-00 TO 1-500
343.88
121045
352
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 30
ii)To achieve 95% Proctor density
-
-
-
Raneta to Maswata
964.74
359848
373
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
56.25
67106
1193
A/R to Looloj KM 0-00 TO 1-500
110.81
132196
1193
Raneta to Maswata
365.63
436196
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
984.38
1233428
1253
A/R to Looloj KM 0-00 TO 1-500
340.31
426408
1253
Raneta to Maswata
562.5
704812
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 8.50 Kg/10 Sqm
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
15487.5
340725
22
A/R to Looloj KM 0-00 TO 1-500
4293.75
94462
22
Raneta to Maswata
7500
165000
22
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
36750
314212
8.55
A/R to Looloj KM 0-00 TO 1-500
4293.75
36711
8.55
Raneta to Maswata
10125
86568
8.55
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. b) with bitumen grade VG-30
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
40293.75
3989081
99
A/R to Looloj KM 0-00 TO 1-500
4293.75
425081
99
Raneta to Maswata
10125
1002375
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. b) with bitumen grade VG-30
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
36750
1249500
34
A/R to Looloj KM 0-00 TO 1-500
4293.75
145987
34
Raneta to Maswata
10125
344250
34
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.
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
75
204825
2731
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
150
776700
5178
A/R to Looloj KM 0-00 TO 1-500
78.75
407767
5178
Raneta to Maswata
375
1941750
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
-
-
-
Raneta to Maswata
60
24840
414
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)
5th km stone
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
3
5577
1859
Ordinary km stone
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
7
7938
1134
A/R to Looloj KM 0-00 TO 1-500
2
2268
1134
Raneta to Maswata
4
4536
1134
200 m stone
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
32
10368
324
A/R to Looloj KM 0-00 TO 1-500
4
1296
324
Raneta to Maswata
12
3888
324
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 : 1500x1200mm
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
4
16648
4162
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.
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
8
17064
2133
A/R to Looloj KM 0-00 TO 1-500
2
4266
2133
Raneta to Maswata
1
2133
2133
Supply of Mandatory / Regulatory retro reflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specifications CIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long.
-
-
-
Raneta to Maswata
1
3812
3812
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 to Looloj KM 0-00 TO 1-500
1
10876
10876
PART-B :- Proction Work & Syphon
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
55
4840
88
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].
-
-
-
Raneta to Maswata
21.45
2423
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. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
18.63
54958
2950
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.
-
-
-
Raneta to Maswata
2.48
7700
3105
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
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
136.8
403560
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 1:3
-
-
-
Raneta to Maswata
23.13
71818
3105
Providing PCC M-20 architectural coping on the top of 50mm thick.
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
53.5
13589
254
Raneta to Maswata
4
1016
254
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
112.5
14625
130
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 specfication as per MoRTH Specification Clause 2205
-
-
-
Raneta to Maswata
10
1970
197
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, 300mm Dia
-
-
-
Khan Ki Choki to Chandelipura Road KM 0-0 TO 10-00
75
38850
518
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