Hyderabad Road Development Corporation Limited Tender
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Costs
EMD
₹ 3,33,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
550543Tender No
03/CE/DEE/HRDCL/2024-25 Dt 07.10.2024Tender Authority
Hyderabad Road Development Corporation Limited ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
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Laying of approach road;Providing fixing Median Marker Double Side (Type-XI) Conforming to IRC 67 & 79, Including cost of all materials, epoxy, Machinery, labour, fixing at site for finished item of work. Median Marker made of polycarbonate/ABS for impact resistance and good weatherability. Polycarbonate/ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal / Circular structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956 & IRC 67-2012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles).
30
630
18900
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Laying of approach road;Providing and fixing of Junction board (1500 x1200mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
34327
102981
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Laying of approach road;Providing and fixing of Junction board (1050 x1500mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
30413
91239
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Laying of approach road;Providing and fixing of Facility Informatory sign(600mmX800mm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
9629
28887
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Laying of approach road;Providing and fixing of Mandatory sign (900mm dia. Circular) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
11862
35586
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Laying of approach road;Providing and fixing of Mandatory sign (600mm dia. Circular) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
6915
20745
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Laying of approach road;Providing and fixing of Cautionary sign (900rnrn equi. Triangle) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
8192
24576
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Laying of approach road;Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
5370
16110
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Laying of approach road;Providing and fixing of Obj ect marker(3O0mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
1226
3678
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Laying of approach road;Providing and fixing of Hazard marker (300mm X 900mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
3
5158
15474
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Laying of approach road;RPM(Twin Moulded Shanks) : Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer.
120
399
47880
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Laying of approach road;Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per 803 of MoRT&H (5th revision) etc complete and as per the directions of Engineer-in-Charge.
82.5
134
11055
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Laying of approach road;Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick)
11
2107
23177
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Laying of approach road;Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer
339.32
728
247025
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Laying of approach road;Carting and Disposal of excavated/unservceable material to a lead of 5 km beyond initial lead including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. Note: Payment shall be done after the approval of quantities at site by the Engineer-In-Charge.
6.01
248
1490
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Laying of approach road;Back filling behind Abutments with excavated soils including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work. complete as per the technical specifications and as directed by the Engineer-In-Charge.
27.84
1135
31598
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Laying of approach road;Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade
136.32
106
14450
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Laying of approach road;Supplying, Fitting and Placing un-coated TMT bar (Fe-500/500D/550D from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL) Reinforcement in Foundation complete as per Drawing and Technical Specifications as per morth 5th revision & as directed by Engineer-In-Charge
0.93
78865
73344
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Laying of approach road;Supply, fabrication and fixing in position of Height restriction Gauge with ISMC MS channels including cost and conveyance of all material, nuts and bolts and transportation and all labour chages etc complete.
5676.94
170
965080
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Laying of approach road;PCC M25 Grade in foudation Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision).
4.68
5874
27490
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Laying of approach road;RCC M25 Grade in foudation Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision). complete as per the technical specifications and as directed by the Engineer-In-Charge.
9.25
5969
55213
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Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) .
3.23
4743
15320
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Laying of approach road;Filling with Stone dust ,as per Drawing & Technical Specification as per morth 5th revision & as directed by Engineer-In-Charge.
3.67
1701
6243
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Laying of approach road;Earth work excavation in Hard Rock ( blasting prohibited ) for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
24.34
1304
31739
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Laying of approach road;Earth work in soils by Manual Means excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
4.87
334
1627
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Laying of approach road;Earthwork excavation in soilsby mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
19.47
106
2064
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Laying of approach road;Carting and Disposal of excavated/unservceable material/earth to a lead of 5 km beyond initial lift including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work. as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge.
472.5
248
117180
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Laying of approach road;Providing thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant using HBG/HBT crushed aggregates of Grading ? 2 as per table 500-18 of specification 509 of MoRT&H (5th revision), premixed with VG30 Grade Bitumen@ 5.4% to 5.6% of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 509 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge (Payment will be made based on levels for finished item of work) .
135
10502
1417770
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Laying of approach road;Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch Mix plant using HBG crushed aggregates of Grading-2 as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic sensor paver for full width to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th Revision) .
225
9317
2096325
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Laying of approach road;Providing and applying tack coat with bitumen emulsion RS Grade using Bitumen pressure distributor at the rate of 0.25 Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge..
532
12
6384
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Laying of approach road;Providing and applying Prime Coat with bitumen emulsion (slow Setting SS-1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work etc., complete for finished item of work as per MoRT&H Specification 502 (5th Revision) and as directed by the Engineer-in-charge..
4500
41
184500
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Laying of approach road;Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) etc complete and as per MORTH 5th Revison & as per the directions of Engineer-In-Charge.
450
2469
1111050
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Laying of approach road;Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials with all leads & lifts up to 1000m, stacking serviceable and unserviceable materials separately)-By Mechanical Means .
48
517
24816
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Laying of approach road;Excavation for roadway in Hard Rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge.
33.75
1062
35843
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Laying of approach road;Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer -In-Charge.
67.5
137
9248
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Laying of approach road;Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge.
67.5
475
32063
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Laying of approach road;Excavation for roadwork in soils by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 100 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge.
506.25
130
65813
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Laying of approach road;Providing and Laying at or near ground level factory made kerb stone of M-20 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (cement:sand) including making joints with or without grooves (thickness of joints except sharp curve shall not to more than 5mm) including making drainage opening where ever required complete. (length of finished kerb edging shall be measured for payment & precast CC kerb stone shall be approved by Engineer in Charge). Kerb stone size: L 600mm x H 400mm: Bottom width 165mm & top width 115mm
300
429
128700
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Laying of approach road;Flooring with chequerred terrazzo tiles of 25mm thick (medium shade) set over base coat of cement mortar (1:6) 12mm thick over CC bed already laid or RCC roof slab slab, including near cement slurry of honey like consistency spread @ 3.3 kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand waterand tiles etc, complete, excluding seigniorage charges, complete for finished items of work as directed by Engineer-In-Charge.
225
1014
228150
... More
Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) .
16.88
4743
80062
... More
Laying of approach road;Filling with Stone dust for Footpaths with plate compactor as per Drawing & Technical Specification as per morth 5th revision & as directed by Engineer-In-Charge.
112.9
1701
192043
... More
Laying of approach road;Carting and Disposal of excavated/unservceable material to a lead of 5 km beyond initial lead including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. Note: Payment shall be done after the approval of quantities at site by the Engineer-In-Charge.
44.98
248
11155
... More
Laying of approach road;Back filling behind Abutments with excavated soils including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work. complete as per the technical specifications and as directed by the Engineer-In-Charge
57.62
1135
65399
... More
Laying of approach road;Supplying, Fitting and Placing un-coated TMT bar (Fe-500/500D/550D from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL) Reinforcement in Foundation complete as per Drawing and Technical Specifications as per morth 5th revision & as directed by Engineer-In-Charge
2.91
78865
229497
... More
Laying of approach road;RCC M25 Grade in foudation Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision). complete as per the technical specifications and as directed by the Engineer-In-Charge.
29.03
5969
173280
... More
Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) .
5.4
4743
25612
... More
Laying of approach road;Filling with Stone dust ,as per Drawing & Technical Specification as per morth 5th revision & as directed by Engineer-In-Charge.
10.8
1701
18371
... More
Laying of approach road;Earth work excavation in Hard Rock ( blasting prohibited ) for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
51.3
1304
66895
... More
Laying of approach road;Earth work in soils by Manual Means excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
10.26
334
3427
... More
Laying of approach road;Earthwork excavation in soilsby mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
41.01
106
4347
... More
Laying of approach road;ELEC-5.4.5: Supply and errecting Float sensor switch for water level controller working on 250V and rated current 8 A, with 2Mtr High quality wire.
2
1125
2250
... More
Laying of approach road;Supply, Transportation and Installation of 7.50 HP Three phase open well ISI submersible motor pumpset Makes: Texmo / CRI / KSB / Aryenvarsha / Lubi / Falcon
2
55671
111342
... More
Laying of approach road;ELEC-1.6.1 (b): Supply of WPSC 6.0 Sqmm (Weather Proof Single Core) ISI mark Alluminium Wire. Makes : Polycab / GM / Million / V-Guard / Gold Medal / Kundancab / HPL / RPG / Nandicab / Nakoda / Payal / Finecab / Gemini / Vimal / Suncab / Stanjo / Rajnigandha / Orbit / Airson / Beljin / Savera Champion / Rhino / Pawancab
200
294
58800
... More
Laying of approach road;ELEC-1.5.6 (p): Supply and laying of 6.0 Sqmm 3 Core PVC / XLPE Insulated, Flexible Armouring Flexible Copper cable as per IS 7098 / Part-I / 1988 including all transportation charges etc complete. Makes : Finolex / RR kabel / Havells /Polycab / RPG / KEI / Gloster / V-Guard
200
307
61400
... More
Laying of approach road;ELEC-5.10.4: Supply and Transportation of control panel for three phase submersible motors above 7.5 HP to 12.5 HP @ 415V 50Hz operating fitted with supply and fixing of Direct - on - Line LTLK (L&T) /BCH/ SIEMENS / CROMPTON make, 0-500V Volt meter and 0-30A Ammeter, Indication lamps, selector switches, CTS, 32A TP MCB, Single phase preventor,suitable contactor to with stand low voltage pick up and high voltage resistant, with ISI marked capacitors assembled with ISI mark contactors and fitted with Legrand make ISI mark MCB etc., complete.
2
23291
46582
... More
Laying of approach road;ELEC-4.9.1 (b): Supply and Transportation incluiding Earth work excavation and laying charges of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Makes:DURA LINE (Dura Guard) or its equivalent make.51mm dia DWC pipe
30
153
4590
... More
Laying of approach road;ELEC-8.16.7: Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)
1
6635
6635
... More
Laying of approach road;ELEC-8.6.2 (a): Supply and fixing of suitable out door feeder piller box of size made with 14 SWG CRCA sheet with double door arrangement, making powder coating after processing of 7 Tank process, lock and key, hinges, rubber gasket, danger board,suitable angle iron stand for mounting the feeder pillar with cement concrete, including Supply and fixing of Legrand / Schnieder make 63A, 4 Pole isolator as incomer, 6 Each 6-32A SP MCBs as out goings, indication lamps, din channel, 6 Sqmm 3 core copper cable for invidual light control, connectors, gland plates and provision for 3 phase energy meter etc., complete for finished item of work and suitable wiring provision for connecting the nature switch with following. 40A-63A, 4 Pole MCB as incomer, 6 Each 6-32A SP MCBs
1
29858
29858
... More
Laying of approach road;Laying and jointing of HDPE pipes in ready made trench by butt fusion welding as per IS:7634 ? part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure. 110mm dia OD
200
81
16200
... More
Laying of approach road;Manufacture, Supply, & Delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes. Bends - 110mm OD
8
317
2536
... More
Laying of approach road;Manufacture, supply, & delivery of High Density Polyethylene pipes (PE-100 Grade) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc., complete. (Supply upto 90 mm dia in coil & above 90 mm dia stright length in6 M.) 10 kg/ sqcm (SDR 17) OD 110 mm HDPE Pipe
200
531
106200
... More
Laying of approach road;Carting and Disposal of excavated/unservceable material to a lead of 5 km beyond initial lead including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. Note: Payment shall be done after the approval of quantities at site by the Engineer-In-Charge
263.19
248
65271
... More
Laying of approach road;Back filling behind Abutments with excavated soils including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work. complete as per the technical specifications and as directed by the Engineer-In-Charge.
90
1135
102150
... More
Laying of approach road;Supplying, Fitting and Placing un-coated TMT bar (Fe-500/500D/550D from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL) Reinforcement in Foundation complete as per Drawing and Technical Specifications as per morth 5th revision & as directed by Engineer-In-Charge
4.91
78865
387227
... More
Laying of approach road;Manufacture as per company?s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in T.G. including cost of materials packing as per company?s standards, loading, transportation, unloading and stacking at site of work etc, complete but excluding taxes and others etc., as applicable.
84
222
18648
... More
Laying of approach road;Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes, as applicable. H.D.-35 with 560mm
14
3307
46298
... More
Laying of approach road;RCC M25 Grade in foudation Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision). complete as per the technical specifications and as directed by the Engineer-In-Charge.
54.58
5969
325788
... More
Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) .
15.4
4743
73042
... More
Laying of approach road;Providing and laying of a reinforced cement concrete pipe duct, NP4, across the road, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings.-Single ROW.
200
4921
984200
... More
Laying of approach road;PCC M 15 Grade in foudation Concrete using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision).
282.76
5266
1489014
... More
Laying of approach road;Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.
400
69
27600
... More
Laying of approach road;Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper etc, complete,
360
70
25326
... More
Laying of approach road;Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
180
553
99540
... More
Laying of approach road;Earth work excavation in Hard Rock ( blasting prohibited ) for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work..
35.32
1304
46057
... More
Laying of approach road;Earth work in soils by Manual Means excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.
35.32
334
11797
... More
Laying of approach road;Earthwork excavation in soilsby mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.
282.55
106
29950
... More
Laying of approach road;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
0.68
963
655
... More
Laying of approach road;Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.
94.5
2035
192308
... More
Laying of approach road;Carting and Disposal of excavated/unservceable material to a lead of 5 km beyond initial lead including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. Note: Payment shall be done after the approval of quantities at site by the Engineer-In-Charge.
138.75
248
34410
... More
Laying of approach road;Providing Raised Cement Pointing to CRS Masonary in Cement Mortor (1:3) Prop. for including cost & conveyance of all materials to site , seignaiorage charges on all materials, labour charges on all materials, curing etc., Complete for finished item of work.
135
119
16065
... More
Laying of approach road;Stone masonry work in cement mortar 1:3 for substructure with Square Rubble Coursed Rubble Masonry (first sort) complete as per drawing and Technical Specifications Clauses 1400, 1405.4 MORD / 2706 & 2200 MORTH.
20.25
6833
138368
... More
Laying of approach road;Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
200
270
54000
... More
Laying of approach road;Back filling behind Abutments with excavated soils including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work. complete as per the technical specifications and as directed by the Engineer-In-Charge.
67.5
1135
76613
... More
Laying of approach road;Providing 25 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-charge.
5.63
1347
7584
... More
Laying of approach road;Supplying, Fitting and Placing un-coated TMT bar (Fe-500/500D/550D from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL) Reinforcement in Sub Structure complete as per Drawing and Technical Specifications as per morth 5th revision & as directed by Engineer-In-Charge.
6.08
79264
481925
... More
Laying of approach road;Supplying, Fitting and Placing un-coated TMT bar (Fe-500/500D/550D from primary producers like TATA, SAIL, VSP, JSW & SHYAM STEEL) Reinforcement in Foundation complete as per Drawing and Technical Specifications as per morth 5th revision & as directed by Engineer-In-Charge.
7.43
78865
585967
... More
Laying of approach road;Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 2504.13.10 MORD / 710.14 of IRC, 78 & 2200 MORTH complete as per the technical specifications and as directed by the Engineer-In-Charge.
120
1658
198960
... More
Laying of approach road;RCC M25 Grade in Sub Structure Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision). complete as per the technical specifications and as directed by the Engineer-In-Charge.
60.75
6330
384548
... More
Laying of approach road;RCC M25 Grade in foudation Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision). complete as per the technical specifications and as directed by the Engineer-In-Charge.
74.25
5969
443198
... More
Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision).
29.25
4743
138733
... More
Laying of approach road;Filling with Stone dust ,as per Drawing & Technical Specification as per morth 5th revision & as directed by Engineer-In-Charge.
67.5
1701
114818
... More
Laying of approach road;Earth work excavation in Hard Rock ( blasting prohibited ) for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
241.88
1304
315412
... More
Laying of approach road;Earth work in soils by Manual Means excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
48.38
334
16159
... More
Laying of approach road;Earthwork excavation in soilsby mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including (excluding seigniorage) charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge
193.5
106
20511
... More
Laying of approach road;Carting and Disposal of excavated/unservceable material/earth to a lead of 5 km beyond initial lift including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work. as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge.
2735.77
248
678472
... More
Laying of approach road;TBSC-T.I-15 : Saw cut joints for freshly laid concrete pavement including all labour charges etc,. Complete as directed by the Engineer-in- charge
6020
100
602000
... More
Laying of approach road;Supply and placing of impermeable plastic sheeting 125 micron thick over lean mix conccrete as seperation membrane
4135
22
90970
... More
Laying of approach road;Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery ,labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge.
4135
85
351475
... More
Laying of approach road;Providing Curing compound to the Road by Spraying at 0.25 ltr/sqm of road surface including cost and conveyance of all material and all labour charges etc,. Complete as directed by the Engineer-in- charge.
4135
45
186075
... More
Laying of approach road;Supply and placing of Ready Mix Concrete M40 as per IS 4926:2003 of following grades with minnimum concrete content as per IS-456:2000 and standard mix design as per IS-10262:1982, with 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) as per design mix approved by the department from standard suppliers including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and finishing atc as required including material, taxes, pumping, transportation, approved admixture etc., complete.
827
6312
5220024
... More
Laying of approach road;PCC M 15 Grade in foudation Concrete using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision).
133
5266
700378
... More
Laying of approach road;PCC M 10 Grade Concrete in foudation using 40mm , 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) .
413.5
4743
1961231
... More
Laying of approach road;Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) etc complete and as per MORTH 5th Revison & as per the directions of Engineer-In-Charge.
1033.75
2469
2552329
... More
Laying of approach road;Construction of granular sub-base with crushed stone as sub base material of Grading V as per Table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORT&H 5th revision & as directed by Engineer-In-Charge.
827
2194
1814438
... More
Laying of approach road;Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per morth 5th revision & as directed by Engineer-In-Charge (payment will be based on level for finished item of work)
2067.5
628
1298390
... More
Laying of approach road;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
258
963
248454
... More
Laying of approach road;Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
310
553
171430
... More
Laying of approach road;Excavation for roadway in Hard Rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge.
1172.48
1062
1245174
... More
Laying of approach road;Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer -In-Charge.
390.83
137
53544
... More
Laying of approach road;Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge.
390.83
475
185644
... More
Laying of approach road;Excavation for roadwork in soils by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 100 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge.
1954.13
130
254037
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