Public Works Department Tender
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Costs
EMD
₹ 4,74,720Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_CEPWD_184503_2Bid Award Id
ViewTender No
NIT No. 01/2020-21/Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
1.5
-
12018
A/R Mohanpura Km. 0/0 to 1/0
0.5
-
12018
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
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
300
-
150
A/R to Ghurakar Km. 0/0 to 4/02
161.25
-
150
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
67.5
-
150
A/R Mohanpura Km. 0/0 to 1/0
22.5
-
150
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
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
9450
-
79
A/R to Ghurakar Km. 0/0 to 4/02
5025
-
79
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
3375
-
79
A/R Mohanpura Km. 0/0 to 1/0
1000
-
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
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
1200
-
352
A/R to Ghurakar Km. 0/0 to 4/02
804
-
352
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
600
-
352
A/R Mohanpura Km. 0/0 to 1/0
200
-
352
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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-
-
Lohra from Adadunger Km. 7/0 to 13/0
455.63
-
1193
A/R to Ghurakar Km. 0/0 to 4/02
309.38
-
1193
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
147.66
-
1193
A/R Mohanpura Km. 0/0 to 1/0
67.5
-
1193
Grading no.3 (53-22.4 mm) crusher broken
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
956.25
-
1253
A/R to Ghurakar Km. 0/0 to 4/02
464.04
-
1253
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
506.25
-
1253
A/R Mohanpura Km. 0/0 to 1/0
126.56
-
1253
Providing and laying built-up spray grout patching 75 mm thick in two layers (each layer consisting of spreading aggregate (crusher broken) @ 0.50 cum per 10 sqm area as per MoRTH specification) laying first layer after application of tack coat @ 3.75 kg per 10 sqm (including cost of tack coat) rolling with 8-10 tonne power road roller and application of first spray of binder @ 15 kg/10 sqm. Spreading and rolling of second layer of coarse aggregate with 8-10 tonne power road roller applicationof second spray of binder @ 15 kg per 10 sqm and laying key aggregate on the top of second layer and rolling with 8-10 tonne power road roller including heating and spraying of binder, cleaning the area of patch, pot holes cut to regular shape, with vertical side, removing all loose and disintegrated material including cost of coarse aggregate, key aggregate, rolling and hire charges of machinery, T & P, fuel bitumen etc. complete.
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
675
-
234
A/R to Ghurakar Km. 0/0 to 4/02
675
-
234
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
281.25
-
234
A/R Mohanpura Km. 0/0 to 1/0
183.75
-
234
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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-
-
Lohra from Adadunger Km. 7/0 to 13/0
13005
-
22
A/R to Ghurakar Km. 0/0 to 4/02
6311.25
-
22
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
5625
-
22
A/R Mohanpura Km. 0/0 to 1/0
750
-
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
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
21420
-
8.55
A/R to Ghurakar Km. 0/0 to 4/02
13464
-
8.55
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
10125
-
8.55
A/R Mohanpura Km. 0/0 to 1/0
3375
-
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
23520
-
94
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
10777.5
-
94
A/R Mohanpura Km. 0/0 to 1/0
3705
-
94
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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. Waste Plastic @ 8% of bitumen. Case -II By mechnical means. Bitumen VG-30
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-
A/R to Ghurakar Km. 0/0 to 4/02
14214
-
104
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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-
Lohra from Adadunger Km. 7/0 to 13/0
21420
-
32
A/R to Ghurakar Km. 0/0 to 4/02
13464
-
32
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
10125
-
32
A/R Mohanpura Km. 0/0 to 1/0
3375
-
32
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.
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-
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
112.5
-
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
450
-
5178
A/R to Ghurakar Km. 0/0 to 4/02
375
-
5178
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
225
-
5178
A/R Mohanpura Km. 0/0 to 1/0
93.75
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5178
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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5th km stone
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
1
-
1859
Ordinary km stone
-
-
-
Lohra from Adadunger Km. 7/0 to 13/0
7
-
1134
A/R to Ghurakar Km. 0/0 to 4/02
5
-
1134
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
4
-
1134
A/R Mohanpura Km. 0/0 to 1/0
2
-
1134
200 m stone
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-
-
Lohra from Adadunger Km. 7/0 to 13/0
24
-
324
A/R to Ghurakar Km. 0/0 to 4/02
16
-
324
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
12
-
324
A/R Mohanpura Km. 0/0 to 1/0
4
-
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
5
-
4162
A/R to Ghurakar Km. 0/0 to 4/02
5
-
4162
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
3
-
4162
A/R Mohanpura Km. 0/0 to 1/0
2
-
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.
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-
Lohra from Adadunger Km. 7/0 to 13/0
4
-
2133
A/R to Ghurakar Km. 0/0 to 4/02
4
-
2133
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
5
-
2133
A/R Mohanpura Km. 0/0 to 1/0
3
-
2133
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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-
Lohra from Adadunger Km. 7/0 to 13/0
1
-
10876
A/R to Ghurakar Km. 0/0 to 4/02
1
-
10876
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
1
-
10876
A/R Mohanpura Km. 0/0 to 1/0
1
-
10876
Supply of sign boards made of 1.25 mm M.S. sheet duly framed with 33.30 mm ODMS black tube medium class as per IS : 1239 (Part-I) 1979 with a inner support of M.S. flat 12 x3 mm whole structure is fixed on two posts of black M.S. tube 42mm ODMS (Medium class) as per IS : 1239 (Part-I) 1979 height 3 m whole board is stove enamelled painting in black & white alternate band of synthetic enamel. 900 x 600 mm
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-
Lohra from Adadunger Km. 7/0 to 13/0
4
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1530
A/R to Ghurakar Km. 0/0 to 4/02
2
-
1530
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
3
-
1530
A/R Mohanpura Km. 0/0 to 1/0
2
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1530
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
344.32
-
88
A/R to Ghurakar Km. 0/0 to 4/02
219.36
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88
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
184
-
88
A/R Mohanpura Km. 0/0 to 1/0
63.68
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88
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
45.04
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2950
A/R to Ghurakar Km. 0/0 to 4/02
28.92
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2950
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
23.5
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2950
A/R Mohanpura Km. 0/0 to 1/0
8.36
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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
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-
Lohra from Adadunger Km. 7/0 to 13/0
316.08
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2950
A/R to Ghurakar Km. 0/0 to 4/02
203.04
-
2950
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
164.7
-
2950
A/R Mohanpura Km. 0/0 to 1/0
58.68
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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
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-
Lohra from Adadunger Km. 7/0 to 13/0
107.2
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254
A/R to Ghurakar Km. 0/0 to 4/02
69.6
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254
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
54
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254
A/R Mohanpura Km. 0/0 to 1/0
20
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254
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300
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-
Lohra from Adadunger Km. 7/0 to 13/0
370
-
130
A/R to Ghurakar Km. 0/0 to 4/02
237
-
130
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
194.5
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130
A/R Mohanpura Km. 0/0 to 1/0
68.6
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130
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
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-
Lohra from Adadunger Km. 7/0 to 13/0
150
-
518
A/R to Ghurakar Km. 0/0 to 4/02
112.5
-
518
A/R Jahangeerpur from Makanpur Km. 0/0 to 3/0
37.5
-
518
A/R Mohanpura Km. 0/0 to 1/0
30
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518
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