1) Laying Of Cc Road And Construction Of Cc Drain From Kapuwada Junction To Nh Road In Div.No.31, Hanamkonda. 2) Laying Of Cc Road And Construction Of Cc Drain From H.No.7-4-126/6 To H.No.7-4-56 And H.No.7-4-40 In Gundam Area, Hanamkonda In Div.No.31. 3)
Tender Value
43.81 Lakhs
Estimated cost
Bid Submission
07 Dec 2019
0 days left
EMD
43817
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
WARANGAL (URBAN) → Telangana
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
1) Laying Of Cc Road And Construction Of Cc Drain From Kapuwada Junction To Nh Road In Div.No.31, Hanamkonda. 2) Laying Of Cc Road And Construction Of Cc Drain From H.No.7-4-126/6 To H.No.7-4-56 And H.No.7-4-40 In Gundam Area, Hanamkonda In Div.No.31. 3) Repairs And Renovation Of Road And Cc Drain From H.No.7-3-117 To Jendal In Machilibazar, Hanamkonda In Div.No.31. 4) Laying Of Cc Road In Srirama Krishna Colony Beside Jaya Nursing College In Div.No.31, Hanamkonda.(General Fund)(5Th Call)
BOQ
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| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Laying of CC road and Construction of CC drain | As per SSR | 54.00 | Cum | 99.84 | 5391.36 |
| Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work Manual | ||||||
| 2 | Laying of CC road and Construction of CC drain | As per SSR | 1.13 | Cum | 330.97 | 374.00 |
| Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 3 | Laying of CC road and Construction of CC drain | As per SSR | 72.00 | Cum | 1465.91 | 105545.52 |
| Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) Construction of granular Sub-base by providing well graded material/close graded material spreading in uniform layers with motors graded on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 KN/Vibrator roller to achieve the desired density, complete as per technical specification clause 401 MORD/MORTH. For Graded I material (CBR value minimum 30) | ||||||
| 4 | Laying of CC road and Construction of CC drain | As per SSR | 54.00 | Cum | 5944.03 | 320977.62 |
| Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work. M30 grade | ||||||
| 5 | Laying of CC road and Construction of CC drain | As per SSR | 8.50 | Sqm | 1161.15 | 9869.78 |
| Supply of 25mm thick high performance expansion joint fillerbord (SIFLEX CPECELL HD-100 orequlent make),placing the same 25mm below top for expansion jionts conforming to MORTH specification No.602- | ||||||
| 6 | Laying of CC road and Construction of CC drain | As per SSR | 373.50 | Sqm | 19.31 | 7212.28 |
| Providing of separetion Membrane Sheet of Impermeable plastic sheet 1235 microns including cost and conveyance of all materials and all labour charges etc., Complete | ||||||
| 7 | Laying of CC road and Construction of CC drain | As per SSR | 198.00 | Cum | 274.61 | 54372.78 |
| Earthwork in excavation for as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH( PIPE LINE TRENCHES & DRAINS) Manual Means | ||||||
| 8 | Laying of CC road and Construction of CC drain | As per SSR | 99.00 | Cum | 75.25 | 7449.75 |
| Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge. | ||||||
| 9 | Laying of CC road and Construction of CC drain | As per SSR | 18.00 | Cum | 382.47 | 6884.46 |
| Filling with Stone dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 10 | Laying of CC road and Construction of CC drain | As per SSR | 18.00 | Cum | 3959.62 | 71273.16 |
| Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level including cost and conveyance of all labour and materials charges etc., complete for finished item of work | ||||||
| 11 | Laying of CC road and Construction of CC drain | As per SSR | 47.70 | Cum | 4800.61 | 228989.10 |
| Cement Concrete (1:3:6)pro mix with Kgs cement/Cum of concrete, 40mm normal size (SS5) Hard Granite Machine Crushed Metal @ 0.92 cum/cum. Of concrete and sand @ 0.46Cum/Cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc. to site, and labour charges for mixing laying of concrete tamping, vibrating, lifting, curing, finishing top surface including hire charges of machinery and vibrator, centering, etc complete for finished item of work (as per SS 402) for Side walls | ||||||
| 12 | Laying of CC road and Construction of CC drain | As per SSR | 8.00 | Cum | 5007.75 | 40062.00 |
| Plain Cement Concrete nominal mix (1:2:4) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work ( Vent Portion )(1:2:5:5) | ||||||
| 13 | Laying of CC road and Construction of CC drain | As per SSR | 246.00 | Sqm | 160.77 | 39549.42 |
| Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). | ||||||
| 14 | Laying of CC road and Construction of CC drain | As per SSR | 98.78 | Cum | 99.84 | 9862.20 |
| Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work Manual | ||||||
| 15 | Laying of CC road and Construction of CC drain | As per SSR | 15.75 | Cum | 1432.93 | 22568.65 |
| Cutting of existing CC Structures / Road including cost and conveyance of all charges, operational charges etc., complete. | ||||||
| 16 | Laying of CC road and Construction of CC drain | As per SSR | 357.00 | Cum | 330.97 | 118156.29 |
| Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 17 | Laying of CC road and Construction of CC drain | As per SSR | 158.63 | Cum | 1465.91 | 232537.30 |
| Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) Construction of granular Sub-base by providing well graded material/close graded material spreading in uniform layers with motors graded on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 KN/Vibrator roller to achieve the desired density, complete as per technical specification clause 401 MORD/MORTH. For Graded I material (CBR value minimum 30) | ||||||
| 18 | Laying of CC road and Construction of CC drain | As per SSR | 148.00 | Cum | 5944.03 | 879716.44 |
| Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work. M30 grade | ||||||
| 19 | Laying of CC road and Construction of CC drain | As per SSR | 5.70 | Sqm | 1161.15 | 6618.56 |
| Supply of 25mm thick high performance expansion joint fillerbord (SIFLEX CPECELL HD-100 orequlent make),placing the same 25mm below top for expansion jionts conforming to MORTH specification No.602- | ||||||
| 20 | Laying of CC road and Construction of CC drain | As per SSR | 946.70 | Sqm | 19.31 | 18280.78 |
| Providing of separetion Membrane Sheet of Impermeable plastic sheet 1235 microns including cost and conveyance of all materials and all labour charges etc., Complete | ||||||
| 21 | Laying of CC road and Construction of CC drain | As per SSR | 100.05 | Cum | 274.63 | 27476.73 |
| Earthwork in excavation for as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH( PIPE LINE TRENCHES & DRAINS) Manual Means | ||||||
| 22 | Laying of CC road and Construction of CC drain | As per SSR | 50.03 | Cum | 75.25 | 3764.76 |
| Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge. | ||||||
| 23 | Laying of CC road and Construction of CC drain | As per SSR | 12.45 | Cum | 382.47 | 4761.75 |
| Filling with Stone dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 24 | Laying of CC road and Construction of CC drain | As per SSR | 12.45 | Cum | 3959.62 | 49297.27 |
| Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level including cost and conveyance of all labour and materials charges etc., complete for finished item of work | ||||||
| 25 | Laying of CC road and Construction of CC drain | As per SSR | 45.38 | Cum | 4800.61 | 217851.68 |
| Cement Concrete (1:3:6)pro mix with Kgs cement/Cum of concrete, 40mm normal size (SS5) Hard Granite Machine Crushed Metal @ 0.92 cum/cum. Of concrete and sand @ 0.46Cum/Cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc. to site, and labour charges for mixing laying of concrete tamping, vibrating, lifting, curing, finishing top surface including hire charges of machinery and vibrator, centering, etc complete for finished item of work (as per SS 402) for Side walls(1:2:5:5) | ||||||
| 26 | Laying of CC road and Construction of CC drain | As per SSR | 4.16 | Cum | 5007.75 | 20832.24 |
| Plain Cement Concrete nominal mix (1:2:4) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work ( Vent Portion )(1:2:5:5) | ||||||
| 27 | Laying of CC road and Construction of CC drain | As per SSR | 233.50 | Sqm | 160.77 | 37539.80 |
| Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). | ||||||
| 28 | Laying of CC road and Construction of CC drain | As per SSR | 28.00 | Cum | 99.84 | 2795.52 |
| Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work Manual | ||||||
| 29 | Laying of CC road and Construction of CC drain | As per SSR | 14.00 | Cum | 1465.91 | 20522.74 |
| Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) Construction of granular Sub-base by providing well graded material/close graded material spreading in uniform layers with motors graded on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 KN/Vibrator roller to achieve the desired density, complete as per technical specification clause 401 MORD/MORTH. For Graded I material (CBR value minimum 30) | ||||||
| 30 | Laying of CC road and Construction of CC drain | As per SSR | 21.00 | Cum | 5944.03 | 124824.63 |
| Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work. M30 grade | ||||||
| 31 | Laying of CC road and Construction of CC drain | As per SSR | 2.40 | Sqm | 1161.15 | 2786.76 |
| Supply of 25mm thick high performance expansion joint fillerbord (SIFLEX CPECELL HD-100 orequlent make),placing the same 25mm below top for expansion jionts conforming to MORTH specification No.602- | ||||||
| 32 | Laying of CC road and Construction of CC drain | As per SSR | 290.50 | Sqr | 19.31 | 5609.55 |
| Providing of separetion Membrane Sheet of Impermeable plastic sheet 1235 microns including cost and conveyance of all materials and all labour charges etc., Complete | ||||||
| 33 | Laying of CC road and Construction of CC drain | As per SSR | 330.00 | Cum | 274.63 | 90627.90 |
| Earthwork in excavation for as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH( PIPE LINE TRENCHES & DRAINS) Manual Means | ||||||
| 34 | Laying of CC road and Construction of CC drain | As per SSR | 165.00 | Cum | 75.25 | 12416.25 |
| Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge. | ||||||
| 35 | Laying of CC road and Construction of CC drain | As per SSR | 30.00 | Cum | 382.47 | 11474.10 |
| Filling with Stone dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 36 | Laying of CC road and Construction of CC drain | As per SSR | 30.00 | Cum | 3959.62 | 118788.60 |
| Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level including cost and conveyance of all labour and materials charges etc., complete for finished item of work | ||||||
| 37 | Laying of CC road and Construction of CC drain | As per SSR | 75.00 | Cum | 4800.61 | 360045.75 |
| Cement Concrete (1:3:6)pro mix with Kgs cement/Cum of concrete, 40mm normal size (SS5) Hard Granite Machine Crushed Metal @ 0.92 cum/cum. Of concrete and sand @ 0.46Cum/Cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc. to site, and labour charges for mixing laying of concrete tamping, vibrating, lifting, curing, finishing top surface including hire charges of machinery and vibrator, centering, etc complete for finished item of work (as per SS 402) for Side walls | ||||||
| 38 | Laying of CC road and Construction of CC drain | As per SSR | 14.40 | Cum | 5007.75 | 72111.60 |
| Plain Cement Concrete nominal mix (1:2:4) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work ( Vent Portion )(1:2:5:5) | ||||||
| 39 | Laying of CC road and Construction of CC drain | As per SSR | 480.00 | Sqm | 160.77 | 77169.60 |
| Plastering with 12mm thick in single coat in CM (1:4) finished smooth including cost and conveyance of all materials to site, charges on all materials, finishing, curing, scaffolding and all operational, incidental, labour charges etc., including cutting grooves where ever necessary etc., complete for finished item of work. (As per SS 903). | ||||||
| 40 | Laying of CC road and Construction of CC drain | As per SSR | 144.00 | Cum | 99.84 | 14376.96 |
| Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work Manual | ||||||
| 41 | Laying of CC road and Construction of CC drain | As per SSR | 220.50 | Cum | 330.97 | 72978.89 |
| Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) | ||||||
| 42 | Laying of CC road and Construction of CC drain | As per SSR | 116.10 | Cum | 1465.91 | 170192.15 |
| Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) Construction of granular Sub-base by providing well graded material/close graded material spreading in uniform layers with motors graded on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 KN/Vibrator roller to achieve the desired density, complete as per technical specification clause 401 MORD/MORTH. For Graded I material (CBR value minimum 30) | ||||||
| 43 | Laying of CC road and Construction of CC drain | As per SSR | 108.00 | Cum | 5944.03 | 641955.24 |
| Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work. M30 grade | ||||||
| 44 | Laying of CC road and Construction of CC drain | As per SSR | 18.00 | Sqm | 1161.15 | 20900.70 |
| Supply of 25mm thick high performance expansion joint fillerbord (SIFLEX CPECELL HD-100 orequlent make),placing the same 25mm below top for expansion jionts conforming to MORTH specification No.602- | ||||||
| 45 | Laying of CC road and Construction of CC drain | As per SSR | 774.00 | Sqr | 19.31 | 14945.94 |
| Providing of separetion Membrane Sheet of Impermeable plastic sheet 1235 microns including cost and conveyance of all materials and all labour charges etc., Complete |
AI Tender Summary
Tender Timeline
Nov 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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