Public Works Department Tender
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Costs
EMD
₹ 4,19,860Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_CEPWD_184782_1Bid Award Id
ViewTender No
NIT No. 01/2020-21 Circle KarauliTender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
Removal of unservicable soil including excavation, loading and disposal upto 1000 m lead. blown sand
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
2160
-
57.5
A/R Dahara to Singhania
1882.8
-
57.5
Dreesing ground including levelling upto 150 mm depth and disposal of excavated earth upto 50M lead and upto 1.5 Mts
-
-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
8000
-
3.77
A/R Dahara to Singhania
6000
-
3.77
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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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
337.5
-
150
A/R Dahara to Singhania
90
-
150
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 mixed with kankar, boulders etc. upto 20%.
mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper.
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
4680
-
45
A/R Dahara to Singhania
3000
-
45
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 25. ii)To achieve 95% Proctor density
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
3840
-
363
A/R Dahara to Singhania
1920
-
363
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 Katara Aziz (Lapawali to Tighriya via Singhniya)
1265.63
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1193
A/R Dahara to Singhania
337.5
-
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 Katara Aziz (Lapawali to Tighriya via Singhniya)
1755
-
1253
A/R Dahara to Singhania
533.25
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1253
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.
-
-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
122.91
-
1250
A/R Dahara to Singhania
157.5
-
1250
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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
1721.25
-
18.2
A/R Dahara to Singhania
459
-
18.2
Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
25500
-
7
A/R Dahara to Singhania
15000
-
7
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. a) with bitumen grade VG-10
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
28560
-
93
A/R Dahara to Singhania
16800
-
93
Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Open Graded Premix Carpet @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of Morth Specifications).
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
28560
-
3.5
A/R Dahara to Singhania
16800
-
3.5
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. a) with bitumen grade VG-10
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-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
25500
-
33
A/R Dahara to Singhania
15000
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33
Interlocking Concrete Block Pavements using M-30 grade Providing and laying of interlocking concrete block pavements having thickness 100mm as per drawing and technical specifications.
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
5625
-
780
A/R Dahara to Singhania
2250
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780
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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
165
-
414
A/R Dahara to Singhania
75
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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 section of 75mm x 75mm, 2.5m long stove enameled 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 Katara Aziz (Lapawali to Tighriya via Singhniya)
2
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10876
A/R Dahara to Singhania
2
-
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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
12
-
2825
A/R Dahara to Singhania
4
-
2825
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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
1
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1859
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
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
8
-
1134
A/R Dahara to Singhania
5
-
1134
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)
200 m stone
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-
-
A/R to Katara Aziz (Lapawali to Tighriya via Singhniya)
34
-
324
A/R Dahara to Singhania
19
-
324
PART 'B' (Drain 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 Dahara to Singhania
132
-
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. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
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-
-
A/R Dahara to Singhania
33
-
2847
Brick masonry work with first class bricks (Minimum 10.5 MPa) in cement mortar 1:3 with mechanical mixer in foundation (at any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Upto 5 metre height
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-
-
A/R Dahara to Singhania
69
-
4100
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 Dahara to Singhania
400
-
130
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 50 mm thick
-
-
-
A/R Dahara to Singhania
80
-
254
PART 'C' (HP Culvert 1x1000) 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 Dahara to Singhania
36.2
-
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. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
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-
-
A/R Dahara to Singhania
12.08
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2847
Providing and laying stone masonry work in cement mortar 1:3 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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-
-
A/R Dahara to Singhania
30.19
-
2950
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 1000 mm dia (single row)
-
-
-
A/R Dahara to Singhania
7.5
-
3044
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
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-
-
A/R Dahara to Singhania
5.6
-
254
Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)
-
-
-
A/R Dahara to Singhania
18.2
-
104
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