Public Health And Municipal Engineering Department Tender

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Public Health And Municipal Engineering Department - PHMED Tender

Civil And Construction
Road Construction
Opening Date16 Sep 2022
Closing Date1 Oct 2022
Tender Amount₹ 2,70,42,720 
Notes
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SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

2224

-

166800

... More
SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

90.6

-

94185.95

... More
SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

333.6

-

2541631.68

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SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

166.8

-

911430.23

... More
SDNR Roads;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

333.6

-

715418.54

... More
SDNR Roads;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

500.4

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37289.81

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SDNR Roads;CC Road from Ayyappa colony cross Road to Hajipally main Road via NGO's colony Maszid and Church

6

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-

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SDNR Roads;RBR-EECD-15: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

70

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18139.8

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SDNR Roads;Carting of surplus excavated material such as Earth, Rock and debries within a lead of 5Km from the site to a suitable distance including loading & unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

158

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11218

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SDNR Roads;TBSC-T.I-15: Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

1042

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95895.26

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SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

1400

-

105000

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SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

57.3

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59567.93

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SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

210

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1599948

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SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

105

-

573742.05

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SDNR Roads;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

210

-

450353.4

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SDNR Roads;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

315

-

23473.8

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SDNR Roads;CC Road from Chennarapu Balaraju house to Akula Mallesh Function Hall and Link Road to Eadgah

5

-

-

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SDNR Roads;RBR-STCL-15 ; Dismantling of Existing 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH.

47.47

-

81768.97

... More
SDNR Roads;RBR-EECD-15: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

91

-

23581.74

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SDNR Roads;Carting of surplus excavated material such as Earth, Rock and debries within a lead of 5Km from the site to a suitable distance including loading & unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

205

-

14555

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SDNR Roads;TBSC-T.I-15: Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

1359

-

125068.77

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SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

1820

-

136500

... More
SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

74.25

-

77188.82

... More
SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

273

-

2079932.4

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SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

136.5

-

745864.67

... More
SDNR Roads;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

273

-

585459.42

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SDNR Roads;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

409.5

-

30515.94

... More
SDNR Roads;CC Road from Old NH-7 near Government Hospital to Ambedkar Statue

4

-

-

... More
SDNR Roads;RBR-EECD-15: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

116

-

30060.24

... More
SDNR Roads;TBSC-T.I-15: Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

1736

-

159764.08

... More
SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

2320

-

174000

... More
SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

94.8

-

98552.18

... More
SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

348

-

2651342.4

... More
SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

232

-

1267696.72

... More
SDNR Roads;CC Road from Pargi road to Pochamma temple to Nagulapally over existing WBM Road

3

-

-

... More
SDNR Roads;RBR-EECD-15: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

20.25

-

5247.59

... More
SDNR Roads;Carting of surplus excavated material such as Earth, Rock and debries within a lead of 5Km from the site to a suitable distance including loading & unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

61

-

4331

... More
SDNR Roads;TBSC-T.I-15: Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

403

-

37088.09

... More
SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

540

-

40500

... More
SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

22.05

-

22922.74

... More
SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

81

-

617122.8

... More
SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

40.5

-

221300.51

... More
SDNR Roads;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

81

-

173707.74

... More
SDNR Roads;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

121.5

-

9054.18

... More
SDNR Roads;CC Road from Delhi Public School to Sevalal Temple in Bhagath Singh Nagar

2

-

-

... More
SDNR Roads;RBR-EECD-15: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery.

160

-

41462.4

... More
SDNR Roads;Carting of surplus excavated material such as Earth, Rock and debries within a lead of 5Km from the site to a suitable distance including loading & unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

540

-

38340

... More
SDNR Roads;TBSC-T.I-15: Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)

3994

-

367567.82

... More
SDNR Roads;Vaccum drying 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 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

4800

-

360000

... More
SDNR Roads;TBSC-Q.VIII-02 :Supply and laying of high performance expansion joint filler board confirming to IS:1838- 20 mm thick including cost and conveyance of all materials such as filler materials etc complete.

136.2

-

141590.8

... More
SDNR Roads;RBR-CCPV-5: 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

720

-

5485536

... More
SDNR Roads;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

360

-

1967115.6

... More
SDNR Roads;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

720

-

1544068.8

... More
SDNR Roads;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

1080

-

80481.6

... More
SDNR Roads;CC Road from Ayyappa Colony to 2 BHK Rooms in Gundlakunta

1

-

-



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