Public Works Department Tender
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Costs
EMD
₹ 7,26,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2019_CEPWD_173500_4Bid Award Id
ViewTender No
03/2019-20 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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
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-
-
A/R to Churiya Ki
18870
-
99
A/R to Danda
17976
-
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 30. ii)To achieve 95% Proctor density
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-
-
A/R to Churiya Ki
3978
-
373
A/R to Danda
4126.5
-
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
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-
-
A/R to Churiya Ki
1912.5
-
1193
A/R to Danda
1181.25
-
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
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-
-
A/R to Churiya Ki
871.88
-
1253
A/R to Danda
1040.63
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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
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-
A/R to Churiya Ki
11625
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22
A/R to Danda
13875
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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 2.75 Kg extra in emulsion per 10 sqm
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-
A/R to Churiya Ki
11625
-
8.55
A/R to Danda
13875
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8.55
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix 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 MoRD specification Clause 508. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen
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-
A/R to Churiya Ki
11625
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132
A/R to Danda
13875
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132
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
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-
A/R to Churiya Ki
11625
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32
A/R to Danda
13875
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32
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
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-
A/R to Churiya Ki
225
-
5178
A/R to Danda
375
-
5178
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
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-
A/R to Churiya Ki
2
-
10876
A/R to Danda
2
-
10876
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)
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-
Ordinary km stone for NH
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-
A/R to Churiya Ki
4
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1134
A/R to Danda
4
-
1134
200 m stone
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-
-
A/R to Churiya Ki
14
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324
A/R to Danda
16
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324
Supply of informatory reflective sign boards made out of 2 mm thick M.S. sheet, stove enamelled paint as per IRC - 67 (latest revision) fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 600 x 800 mm with size of square 400 mm
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-
A/R to Churiya Ki
4
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1434
A/R to Danda
4
-
1434
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.
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-
A/R to Churiya Ki
4
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2133
A/R to Danda
4
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2133
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
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-
A/R to Churiya Ki
4
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2357
A/R to Danda
4
-
2357
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 : 1500 x 1200 mm
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-
A/R to Churiya Ki
3
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4162
A/R to Danda
4
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4162
Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.
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-
A/R to Churiya Ki
15
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2723
A/R to Danda
14
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2723
45x45x45 सेमी माप के गड्डे करना। कंकर/मूरम मिट्टी
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-
A/R to Churiya Ki
200
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21.19
A/R to Danda
190
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21.19
पौधा रोपण करना। सामान्य जमीन
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-
A/R to Churiya Ki
200
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4.69
A/R to Danda
190
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4.69
पौधों को उपलब्ध पानी पिलाना (15 लीटर प्रति पौधा)।
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-
A/R to Churiya Ki
200
-
2.77
A/R to Danda
190
-
2.77
पौधों की निड़ाई गुडाई करना। 15 सेमी गहराई तक तथा 45 सेमी अर्द्ध व्यास तक।
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-
A/R to Churiya Ki
200
-
1.92
A/R to Danda
190
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1.92
थांवला बनाना। कम से कम 50 सेमी अर्द्ध व्यास का। पथरीली जमीन
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-
A/R to Churiya Ki
200
-
3.83
A/R to Danda
190
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3.83
उपलब्ध पत्थर से सूखी चिनाई की फेन्सिंग दीवार बनाना ।
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-
A/R to Churiya Ki
301.44
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451.35
A/R to Danda
271.3
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451.35
डोला फेन्सिंग जिसमें नीचे का आधार 1 मीटर तथा ऊपर का सिरा 30 सेमी और ऊंचाई 1.2 मीटर की हो, दरेसी तथा मिट्टी दबाने समेत। प्रति मीटर लम्बाई के लिए मिटटी का आयतन = ((1+0.3)/2)X1.2=0.78 घमी. कंकड़/मूरम मिट्टी
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-
-
A/R to Churiya Ki
160
-
86.48
A/R to Danda
155
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86.48
PART-B :- Box Culvert (1.50x1.50 Mtr)
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil. Depth upto 3 metre
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-
A/R to Churiya Ki
38.4
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190
A/R to Danda
134.4
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190
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. P.C.C. grade M15
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-
A/R to Churiya Ki
21.36
-
3980
A/R to Danda
25.83
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3980
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 M 20
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-
A/R to Churiya Ki
35.18
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4532
A/R to Danda
37.9
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4532
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 M 25
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-
-
A/R to Churiya Ki
29.56
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4922
A/R to Danda
83.58
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4922
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications. Size 1.50 M x 1.50 M
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-
-
A/R to Churiya Ki
30
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24906
A/R to Danda
45
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24906
Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504
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-
-
A/R to Churiya Ki
20.8
-
650
A/R to Danda
10.4
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650
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. Mild Steel reinforcement
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-
-
A/R to Churiya Ki
25.42
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57180
A/R to Danda
47.68
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57180
PART-C :- Box Culvert (1X1 Mtr)
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil. Depth upto 3 metre
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-
-
A/R to Churiya Ki
38.4
-
190
A/R to Danda
19.2
-
190
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. P.C.C. grade M15
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-
-
A/R to Churiya Ki
21.36
-
3980
A/R to Danda
10.68
-
3980
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 M20
-
-
-
A/R to Churiya Ki
32.26
-
4532
A/R to Danda
13.2
-
4532
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 M 25
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-
-
A/R to Churiya Ki
33.64
-
4922
A/R to Danda
16.82
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4922
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications. Size 1.00 M x 1.00 M
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-
-
A/R to Churiya Ki
30
-
17511
A/R to Danda
15
-
17511
Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504
-
-
-
A/R to Churiya Ki
20.8
-
650
A/R to Danda
10.4
-
650
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, Mild Steel reinforcement
-
-
-
A/R to Churiya Ki
25.86
-
57180
A/R to Danda
11.78
-
57180
Part ''C'' Protection Work
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
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-
-
A/R to Churiya Ki
351
-
113
A/R to Danda
459
-
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 crushed stone aggregate 20 mm nominal size.
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-
-
A/R to Churiya Ki
58.5
-
3105
A/R to Danda
76.5
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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 Cement Mortae 1:3
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-
-
A/R to Churiya Ki
468
-
3105
A/R to Danda
612
-
3105
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
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-
-
A/R to Churiya Ki
455
-
130
A/R to Danda
595
-
130
Providing and laying cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications
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-
-
A/R to Churiya Ki
165
-
254
A/R to Danda
212.5
-
254
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