Panchayat Raj Engineering Department Tender
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Costs
EMD
₹ 2,41,402Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
138180Bid Award Id
ViewTender No
124/SE/Tenders/2019-20, Dated:17.07.2019 & Amdt.No.01 Dt:30.07.2019 of SE PR Region KarimnagarTender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Ankam Srikar (H) to Itikyal Bypass Road in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs( Sl.No.127)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Santhamurthi (H) to Itikyal Bypass Road in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.128)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Sambaiah (H) to Nayeem (H) at Madeena Street, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.129)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Veerabathini Rajanna (H) to iSadhana School at Madeena Street, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.130)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Aligeti Uma (H) to Vemula Swami (H) at Indirangar in Raikal Municipality, Est.Cost. Rs. 4.00 Lakhs (Sl.No.131)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Ibrahim (H) to Shaik Kareem (H) near Police station, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.135)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Gunnu Miya (H) to Kola Ashok (H) at Madeena street, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs (Sl.No.136)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Kola Ashok (H) to Shadi Khana at Madeena street, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.137)
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-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Dr. Jaganmohan Rao Complex to PS Oddera Colony, in Raikal Municipality, Est.Cost. Rs. 5.00 Lakhs(Sl.No.138)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Chiluveri yesh house to eedgah near cheruvu katta, in Raikal Municipality Est.Cost. 13.00 Lakhs (Sl.No.139)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
81.6
69039
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
73.44
21791
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
153
991397
6479.72
Laying of CC Road from Vadla Anjaiah (H) to Kadakuntla Narahari (H) at Markandeya Nagar, in Raikal Municipality, Est.Cost. 5.00 Lakhs (Sl.No.140)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Sabeel Mee Seva to Kasaboina Harshith (H) near Old Bus stand, in Raikal Municipality, Est.Cost. 2.00 Lakhs(Sl.No.141)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
15.75
13325
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
14.58
4326
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
22.95
148709
6479.72
Laying of CC Road from Old Police Station to Abdul Sadik (H) near Old Police station, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.142)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Old Police Station to Abdul Bari (H) near Old Police station, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.143)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Sabeel (H) to Sakali Bhoomaiah (H) near Old Police station, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.144)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from R&B Road to Rajaka Sangam near Old Police station, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.145)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from R&B Road to Shantha Mallaiah (H) near Old Police station, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.146)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from R&B Road to Singeni Gangaram (H) at Bheemanna wada, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.147)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Chiliveri Rambai (H) to Sadula Ashok (H) at Keshavanagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.148)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Mangali Devaiah (H) to Dasari Rama (H) in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.149)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Mamidi Rajareddy (H) to Home Guard Swamy (H) at Keshava nagar in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.150)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Ausula Prasad (H) to Velma Narsareddy (H) in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.151)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Sirimalla Narayana (H) to Ennam Gopal (H) in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.152)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Aitha Naveen Shop to Ennam Gopal Flat at Gandhi nagar, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.153)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from R&B Road to Katkam Suresh (H) at Gandhi nagar, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.154)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from R&B Road to Aripelly Krishna (H) at Veerapur road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.155)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from R&B Road to Gutta Laxminarayana (H) at Jagtial Bypass Road, in Raikal Municipality, Est.Cost. 10.00 Lakhs(Sl.No.156)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
62.8
53133
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
56.52
16770
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
117.75
762987
6479.72
Laying of CC Road from Konga Jalapathi (H) to Kurma Sudarshan (H) at Jagtial Bypass Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.157)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Kasthuri Shanthaiah (H) to Ande Shankar (H) at Jagtial Bypass Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.158)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Mera Lachanna (H) to Bethi Sathaiah (H) at Jagtial Bypass Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.159)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying og CC Road from R&B Road to Bairi Lingam House & R&B Road to Bairi Santhosh at Jagityal bypass road,in Raikal Municipality, Est.Cost. 20.00 Lakhs(Sl.No.160)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
125.8
106435
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
113.22
33594
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
235.88
1528436
6479.72
Laying of CC Road from Marampelly Ganganna (H) to Erra Sailu (H) at Indiranagar, in Raikal Municipality, Est.Cost. 2.00 Lakhs(Sl.No.161)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
15.75
13325
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
14.58
4326
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
22.95
148709
6479.72
Laying of CC Road from Peddareddy Ravi (H) to Palepu Babu (H) at Indiranagar, in Raikal Municipality, Est.Cost. 2.00 Lakhs(Sl.No.162)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
15.75
13325
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
14.58
4326
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
22.95
148709
6479.72
Laying of CC Road from Palepu Narsaiah (H) to Palepu Rajalingam (H) at Indiranagar, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.163)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Kusanapelli Rajendhar (H) to Rajashekhar (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.164)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from D. Hanmath (H) to S. Madhu (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.165)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Macharla Narsaiah (H) to Mothe Shivaram (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.166)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Suntikar Laxman (H) to Gangareddy (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.167)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Marathi Thukkamma (H) to Ralla Prabhakar (H) in Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.168)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Marathi Manikyam (H) to Katkam Laxminarsayya (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.169)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Way to Chennamaneni Venkateshwarlu (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.170)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Gattupelli Gouramma (H) to D. Hanmanth (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.171)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Kyatham Bhoomaiah (H) to Sravan (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.172)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Sandela Rajesh (H) to Kushanapelly Laxmi (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.173)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Way to Kalamadugu Sanjiv (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.174)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Vemula Swamy (H) to Kalamadugu Chinna Narsaiah (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.175)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Gattu Venkatapathi (H) to Marampelly Dubbaiah (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.176)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Lingampelly Gangarajam (H) to Kalamadugu Gangarajam (H) at Indiranagar, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.177)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Sandela Laxmi (H) to Chengeli Hanumandlu (H) at Indiranagar, in Raikal Municipality, Est.Cost. 3.00 Lakhs((Sl.No.178)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Kondapoor Raju House to Mora Narsaiah House at Indra nagar,in Raikal Municipality, Est.Cost. 20.00 Lakhs(Sl.No.179)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
125.8
106435
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
113.22
33594
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
235.88
1528436
6479.72
Laying of CC Road from Kalleda Gangaram (H) to Suthari Lachanna (H) at Korutla Road, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.180)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Suthari Lachanna (H) to R&B Road at Bheemanna wada, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.181)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Danaveni Chinna Mallaiah (H) to Neeli Anil (H) at Bathi wada, in Raikal Municipality, Est.Cost. 4.00 Lakhs(Sl.No.182)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
28.13
23799
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
24.3
7210
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
46.54
301566
6479.72
Laying of CC Road from Neeli Anil (H) to Kola Chinna Bhoomaiah (H) at Bathi wada, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.183)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Shaike Hussain (H) to Kadir (H) at Korutla Bypass Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.184)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from R&B Road to Thuraga Rajaredy (H) at Jagtial Road, in Raikal Municipality, Est.Cost. 3.00 Lakhs(Sl.No.185)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
21
17767
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
18.14
5382
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
34.75
225170
6479.72
Laying of CC Road from Shaike Hussain (H) to Jaleel (H) at Korutla Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.186)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Laying of CC Road from Sura Madhu (H) to Alle Purushotham (H) at Jagtial Road, in Raikal Municipality, Est.Cost. 5.00 Lakhs(Sl.No.187)
-
-
-
Construction of granular sub-base by providing well graded Grading -C Material (Table 400.2) having soacked CBR not less than 15% and Plasticity Index6 and stacking at site to the departmental gauge for pre measurements and mixing them and spreding the same with grader in uniform layers of loose thicknes of not more than 225mm including mixing by mix in place method with rotaBut excluding VAT or to OMC and compacting with Statical roller of 8 to 10 tons capacity to achive the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads charges and Contractors profit, But excluding GST and Seinarage charges (66% Gravel and 34% Stone Dust)
35.25
29823
846.07
Collection and Supply of gravel by providing local material, spreading in uniform layers including cost and conveyance of all material and labour charges etc., complete.
30.46
9038
296.72
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 , CC M30(grade) coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved nominal mix , 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.
58.33
377962
6479.72
Total Items __________177________Only
-
24140219
-
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