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_234663_1Bid Award Id
ViewTender No
E-NIT No. 03/2021-22 Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
10029.83
-
47
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
9150
-
47
A/R to Kasara
2475.23
-
47
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
1761.3
-
47
Karwad Main Road to Leeloti.
9344
-
47
Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
900
-
15
Karwad Main Road to Leeloti.
1536
-
15
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.To achieve 95% Proctor density
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
1928.25
-
373
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
1768.31
-
373
A/R to Kasara
1230.86
-
373
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
722.25
-
373
Karwad Main Road to Leeloti.
852
-
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
196.88
-
1193
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
545.63
-
1193
A/R to Kasara
369.84
-
1193
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
317.81
-
1193
Karwad Main Road to Leeloti.
356.63
-
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
387.28
-
1253
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
489.38
-
1253
A/R to Kasara
140.63
-
1253
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
317.81
-
1253
Karwad Main Road to Leeloti.
441.56
-
1253
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5163.75
-
22
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
6655.5
-
22
A/R to Kasara
1875
-
22
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
4322.25
-
22
Karwad Main Road to Leeloti.
6005.25
-
22
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5163.75
-
8.55
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
6655.5
-
8.55
A/R to Kasara
1875
-
8.55
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
4322.25
-
8.55
Karwad Main Road to Leeloti.
6005.25
-
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. with bitumen grade VG-30
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5163.75
-
94
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
6655.5
-
94
A/R to Kasara
1875
-
94
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
4322.25
-
94
Karwad Main Road to Leeloti.
6005.25
-
94
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5163.75
-
32
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
6655.5
-
32
A/R to Kasara
1875
-
32
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
4322.25
-
32
Karwad Main Road to Leeloti.
6005.25
-
32
Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
356.25
-
2404
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
26.25
-
2404
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
712.5
-
5178
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
150
-
5178
A/R to Kasara
458.44
-
5178
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
52.5
-
5178
Karwad Main Road to Leeloti.
172.5
-
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
-
-
-
A/R to Kasara
15
-
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 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.
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
1
-
10876
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
1
-
10876
A/R to Kasara
1
-
10876
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
1
-
10876
Karwad Main Road to Leeloti.
1
-
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
1
-
2825
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
1
-
2825
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
1
-
2825
Karwad Main Road to Leeloti.
1
-
2825
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 to Kasara
1
-
2357
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 to Kasara
1
-
2133
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
2
-
1134
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
2
-
1134
A/R to Kasara
2
-
1134
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
2
-
1134
Karwad Main Road to Leeloti.
2
-
1134
200 m stone
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
11
-
324
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
8
-
324
A/R to Kasara
5
-
324
Kotri Main Road to Bhadkya wale Hanumanji, Kalakhana.
4
-
324
Karwad Main Road to Leeloti.
7
-
324
PART-B Syphone
-
-
-
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
9.72
-
113
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
15.78
-
113
Karwad Main Road to Leeloti.
15.78
-
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.
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5.25
-
3105
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
9.57
-
3105
Karwad Main Road to Leeloti.
9.57
-
3105
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
22.5
-
414
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
40
-
414
Karwad Main Road to Leeloti.
40
-
414
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
4.19
-
2950
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
4.8
-
2950
Karwad Main Road to Leeloti.
4.8
-
2950
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
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
3
-
254
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
4
-
254
Karwad Main Road to Leeloti.
4
-
254
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Katkad ke Bade Mandir to Saray ke Pura Road upto Border via Dande ka Pura (Km 0/0 to 2/700)
5.64
-
104
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
10.38
-
104
Karwad Main Road to Leeloti.
10.38
-
104
PART- 'C' Flush Casewway
-
-
-
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
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
102.6
-
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 & 1700P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
17.1
-
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 in cement mortar 1:4
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
109.35
-
2950
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
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
67.5
-
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
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
33.75
-
1193
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
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
90
-
5178
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
27
-
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
-
-
-
Main Road Karauli-Hindaun to Med Ka Pura (Km 0/0 to 2/0).
24
-
254
PART- 'D' 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 Kasara
18
-
113
Karwad Main Road to Leeloti.
96
-
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 & 1700P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken
-
-
-
A/R to Kasara
3
-
2950
Karwad Main Road to Leeloti.
12
-
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 in cement mortar 1:4
-
-
-
A/R to Kasara
22.62
-
2950
Karwad Main Road to Leeloti.
138.01
-
2950
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Kasara
19.2
-
104
Karwad Main Road to Leeloti.
100
-
104
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R to Kasara
6.4
-
254
Karwad Main Road to Leeloti.
22.5
-
254
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