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_247346_4Bid Award Id
ViewTender No
E-NIT No. 11/2021-22 Zone BharatpuTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Jat Ki Dehmoli to Doongar (Langra)
0.88
-
12018
A/R to Gunesara Km 0/0 to 1/0
0.36
-
12018
A/R to Doondapura
1.25
-
12018
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 upto - 50mtr
-
-
-
Bhauapura To Gubreda Via Golara
3000
-
47
Seeloti to Tali road Km 0/0 to 3/0
3300
-
47
Jat Ki Dehmoli to Doongar (Langra)
2500.05
-
47
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
11466
-
47
A/R to Katkar Km 1/0 to 1/600
1890
-
47
A/R to Gunesara Km 0/0 to 1/0
660
-
47
A/R to Gawda Gurjar Km 0/0 to 1/750
4779.05
-
47
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
2980
-
47
A/R to Doondapura
2850
-
47
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 to - 500mtr
-
-
-
Bhauapura To Gubreda Via Golara
675
-
79
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
-
-
-
A/R to Katkar Km 1/0 to 1/600
843.75
-
36
A/R to Gawda Gurjar Km 0/0 to 1/750
202.5
-
36
Restoration of rain cuts with soil, morrum, gravel or a mixtrue of these including all leads and lifts and cost of arrangement of land, cleaning the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002.
-
-
-
A/R to Katkar Km 1/0 to 1/600
1583.42
-
113
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.
-
-
-
Bhauapura To Gubreda Via Golara
2006.25
-
15
Seeloti to Tali road Km 0/0 to 3/0
1800
-
15
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
1931.25
-
15
A/R to Gunesara Km 0/0 to 1/0
750
-
15
A/R to Gawda Gurjar Km 0/0 to 1/750
1837.5
-
15
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
1242
-
15
A/R to Doondapura
4800
-
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
-
-
-
Bhauapura To Gubreda Via Golara
1119.69
-
373
Seeloti to Tali road Km 0/0 to 3/0
828.63
-
373
Jat Ki Dehmoli to Doongar (Langra)
450
-
373
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
1818
-
373
A/R to Katkar Km 1/0 to 1/600
1264.5
-
373
A/R to Gunesara Km 0/0 to 1/0
310
-
373
A/R to Gawda Gurjar Km 0/0 to 1/750
615.13
-
373
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
549.5
-
373
A/R to Doondapura
1140
-
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
-
-
-
Bhauapura To Gubreda Via Golara
140.63
-
1193
Seeloti to Tali road Km 0/0 to 3/0
450
-
1193
Jat Ki Dehmoli to Doongar (Langra)
140.63
-
1193
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
140.63
-
1193
A/R to Katkar Km 1/0 to 1/600
168.75
-
1193
A/R to Gunesara Km 0/0 to 1/0
28.13
-
1193
A/R to Gawda Gurjar Km 0/0 to 1/750
132.19
-
1193
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
112.5
-
1193
A/R to Doondapura
56.25
-
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
-
-
-
Bhauapura To Gubreda Via Golara
752.34
-
1253
Seeloti to Tali road Km 0/0 to 3/0
618.75
-
1253
Jat Ki Dehmoli to Doongar (Langra)
843.75
-
1253
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
516.38
-
1253
A/R to Katkar Km 1/0 to 1/600
172.13
-
1253
A/R to Gunesara Km 0/0 to 1/0
253.13
-
1253
A/R to Gawda Gurjar Km 0/0 to 1/750
464.06
-
1253
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
394.88
-
1253
A/R to Doondapura
815.63
-
1253
Providing and laying 20 mm thick premix patching with 0.27 cum of stone chipping ( 0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size ) mixed with 14.6 kg of straight run bitumen per 10 sqm of road surface including heating of binder and aggregate, cleaning the area of patch, pot holes cut to regular shape with vertical sides, removing all loose & disintegrated material, application of tack coat @ 2.25 kg per 10 sqm., laying of patching material and compacting with 8-10 tonne power road roller including cost of bitumen , aggregate, fuel, lubrication, binder ,hire charges of Machinery, T&P etc.Without seal coat
-
-
-
Bhauapura To Gubreda Via Golara
937.5
-
117.6
Seeloti to Tali road Km 0/0 to 3/0
412.5
-
117.6
A/R to Gunesara Km 0/0 to 1/0
187.5
-
117.6
A/R to Doondapura
525
-
117.6
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
-
-
-
Bhauapura To Gubreda Via Golara
13125
-
22
Seeloti to Tali road Km 0/0 to 3/0
8437.5
-
22
Jat Ki Dehmoli to Doongar (Langra)
11250
-
22
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
7650
-
22
A/R to Katkar Km 1/0 to 1/600
6120
-
22
A/R to Gunesara Km 0/0 to 1/0
3375
-
22
A/R to Gawda Gurjar Km 0/0 to 1/750
6311.25
-
22
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5431.5
-
22
A/R to Doondapura
10875
-
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
-
-
-
Bhauapura To Gubreda Via Golara
18375
-
8.55
Seeloti to Tali road Km 0/0 to 3/0
12562.5
-
8.55
Jat Ki Dehmoli to Doongar (Langra)
11250
-
8.55
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
7650
-
8.55
A/R to Katkar Km 1/0 to 1/600
6120
-
8.55
A/R to Gunesara Km 0/0 to 1/0
5250
-
8.55
A/R to Gawda Gurjar Km 0/0 to 1/750
6311.25
-
8.55
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5431.5
-
8.55
A/R to Doondapura
13500
-
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
-
-
-
Bhauapura To Gubreda Via Golara
18375
-
94
Seeloti to Tali road Km 0/0 to 3/0
12562.5
-
94
Jat Ki Dehmoli to Doongar (Langra)
11250
-
94
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
7650
-
94
A/R to Katkar Km 1/0 to 1/600
6120
-
94
A/R to Gunesara Km 0/0 to 1/0
5250
-
94
A/R to Gawda Gurjar Km 0/0 to 1/750
6311.25
-
94
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5431.5
-
94
A/R to Doondapura
13500
-
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
-
-
-
Bhauapura To Gubreda Via Golara
18375
-
32
Seeloti to Tali road Km 0/0 to 3/0
12562.5
-
32
Jat Ki Dehmoli to Doongar (Langra)
11250
-
32
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
7650
-
32
A/R to Katkar Km 1/0 to 1/600
6120
-
32
A/R to Gunesara Km 0/0 to 1/0
5250
-
32
A/R to Gawda Gurjar Km 0/0 to 1/750
6311.25
-
32
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5431.5
-
32
A/R to Doondapura
13500
-
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.
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
150
-
2404
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
67.5
-
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
-
-
-
Bhauapura To Gubreda Via Golara
75
-
5178
Seeloti to Tali road Km 0/0 to 3/0
112.5
-
5178
Jat Ki Dehmoli to Doongar (Langra)
375
-
5178
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
300
-
5178
A/R to Gunesara Km 0/0 to 1/0
75
-
5178
A/R to Gawda Gurjar Km 0/0 to 1/750
75
-
5178
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
135
-
5178
A/R to Doondapura
150
-
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
-
-
-
Bhauapura To Gubreda Via Golara
22.5
-
414
Seeloti to Tali road Km 0/0 to 3/0
22.5
-
414
A/R to Gunesara Km 0/0 to 1/0
7.5
-
414
A/R to Doondapura
37.5
-
414
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 1000 mm dia
-
-
-
Bhauapura To Gubreda Via Golara
7.5
-
3044
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.
-
-
-
Bhauapura To Gubreda Via Golara
1
-
10876
Seeloti to Tali road Km 0/0 to 3/0
1
-
10876
Jat Ki Dehmoli to Doongar (Langra)
1
-
10876
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
1
-
10876
A/R to Katkar Km 1/0 to 1/600
1
-
10876
A/R to Gunesara Km 0/0 to 1/0
1
-
10876
A/R to Gawda Gurjar Km 0/0 to 1/750
1
-
10876
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
1
-
10876
A/R to Doondapura
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
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
1
-
2825
A/R to Gawda Gurjar Km 0/0 to 1/750
1
-
2825
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
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
-
-
-
Bhauapura To Gubreda Via Golara
2
-
2357
Seeloti to Tali road Km 0/0 to 3/0
1
-
2357
Jat Ki Dehmoli to Doongar (Langra)
2
-
2357
A/R to Gunesara Km 0/0 to 1/0
1
-
2357
A/R to Doondapura
2
-
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.
-
-
-
Bhauapura To Gubreda Via Golara
3
-
2133
Seeloti to Tali road Km 0/0 to 3/0
3
-
2133
Jat Ki Dehmoli to Doongar (Langra)
2
-
2133
A/R to Gunesara Km 0/0 to 1/0
1
-
2133
A/R to Doondapura
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
-
-
-
Bhauapura To Gubreda Via Golara
6
-
1134
Seeloti to Tali road Km 0/0 to 3/0
3
-
1134
Jat Ki Dehmoli to Doongar (Langra)
4
-
1134
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
2
-
1134
A/R to Katkar Km 1/0 to 1/600
1
-
1134
A/R to Gunesara Km 0/0 to 1/0
2
-
1134
A/R to Gawda Gurjar Km 0/0 to 1/750
2
-
1134
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
2
-
1134
A/R to Doondapura
4
-
1134
200 m stone
-
-
-
Bhauapura To Gubreda Via Golara
24
-
324
Seeloti to Tali road Km 0/0 to 3/0
14
-
324
Jat Ki Dehmoli to Doongar (Langra)
14
-
324
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
11
-
324
A/R to Katkar Km 1/0 to 1/600
4
-
324
A/R to Gunesara Km 0/0 to 1/0
6
-
324
A/R to Gawda Gurjar Km 0/0 to 1/750
7
-
324
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
7
-
324
A/R to Doondapura
15
-
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
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
16.2
-
113
A/R to Gawda Gurjar Km 0/0 to 1/750
9.72
-
113
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
9.69
-
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.
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
8.76
-
3105
A/R to Gawda Gurjar Km 0/0 to 1/750
5.25
-
3105
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5.25
-
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
-
-
-
Jat Ki Dehmoli to Doongar (Langra)
30
-
414
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
37.5
-
414
A/R to Gawda Gurjar Km 0/0 to 1/750
22.5
-
414
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
22.5
-
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
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
6.99
-
2950
A/R to Gawda Gurjar Km 0/0 to 1/750
4.19
-
2950
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
4.16
-
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
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
5
-
254
A/R to Gawda Gurjar Km 0/0 to 1/750
3
-
254
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
2.98
-
254
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
9.38
-
104
A/R to Gawda Gurjar Km 0/0 to 1/750
5.63
-
104
Hindaun-Karauli Road to Todupura Km 0/0 to 1/600
5.58
-
104
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
-
-
-
Bhauapura To Gubreda Via Golara
67.5
-
113
Seeloti to Tali road Km 0/0 to 3/0
86.63
-
113
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
105.6
-
113
A/R to Gawda Gurjar Km 0/0 to 1/750
19.2
-
113
A/R to Doondapura
112.5
-
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
-
-
-
Bhauapura To Gubreda Via Golara
11.25
-
2950
Seeloti to Tali road Km 0/0 to 3/0
14.44
-
2950
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
13.2
-
2950
A/R to Gawda Gurjar Km 0/0 to 1/750
2.4
-
2950
A/R to Doondapura
18.75
-
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 1:4
-
-
-
Bhauapura To Gubreda Via Golara
84.83
-
2950
Seeloti to Tali road Km 0/0 to 3/0
108.86
-
2950
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
150.98
-
2950
A/R to Gawda Gurjar Km 0/0 to 1/750
27.45
-
2950
A/R to Doondapura
141.38
-
2950
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
110
-
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
-
-
-
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
40
-
210
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Bhauapura To Gubreda Via Golara
72
-
104
Seeloti to Tali road Km 0/0 to 3/0
92.4
-
104
A/R to Gawda Gurjar Km 0/0 to 1/750
57
-
104
A/R to Doondapura
120
-
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
-
-
-
Bhauapura To Gubreda Via Golara
24
-
254
Seeloti to Tali road Km 0/0 to 3/0
30.8
-
254
Ghatiya Ka Pura to Musaran Ka Pura Km 0/0 to 2/700
24.75
-
254
A/R to Gawda Gurjar Km 0/0 to 1/750
13.5
-
254
A/R to Doondapura
40
-
254
Part -D "Slab Culvet
-
-
-
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
-
-
-
Bhauapura To Gubreda Via Golara
293.94
-
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
-
-
-
Bhauapura To Gubreda Via Golara
53.71
-
3980
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
-
-
-
Bhauapura To Gubreda Via Golara
83.45
-
2950
Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation complete including all scaffolding etc. excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Coursed rubble masonry (first sort) Upto 5 metre height
-
-
-
Bhauapura To Gubreda Via Golara
183.89
-
4000
Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 30 grade solid slab superstructure
-
-
-
Bhauapura To Gubreda Via Golara
38.78
-
5769
Reinforced cement concrete wearing coat M30 grade at any level including formwork and reinforcement complete as per drawing and technical specification as per MoRTH Specification 2202, 1500 &1700
-
-
-
Bhauapura To Gubreda Via Golara
4.5
-
7580
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 Fe 415 Steel reinforcement
-
-
-
Bhauapura To Gubreda Via Golara
5.01
-
57180
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
-
-
-
Bhauapura To Gubreda Via Golara
60
-
210
Providing and laying reinfored Cement Concrete grade M30 design mix railing complete as per drawing and technical specification as per MoRTH Specification :1500, 1600 & 1700
-
-
-
Bhauapura To Gubreda Via Golara
16
-
1161
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
Bhauapura To Gubreda Via Golara
103.71
-
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 75 mm thick
-
-
-
Bhauapura To Gubreda Via Golara
12
-
381
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