Karur 14Th Central Finance Commission Grant 2019-20 Package -Tn-07-23 Please Refer Tender Documents .
Tender Value
46.84 Lakhs
Estimated cost
Bid Submission
22 Nov 2019
0 days left
EMD
47000
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
Kadavur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Karur 14Th Central Finance Commission Grant 2019-20 Package -Tn-07-23 Please Refer Tender Documents .
BOQ
| Name of Work: Upgradation of the Road 4 nos in Kadavur Block Package No TN 07- 23 of Karur District Under 14th Central Finance Commision Grant 2019-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of the work :Upgradation of the road from MUTHAGOUNDANPATTY-NACHIPATTY road KM 0/6-0/950 | |||
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 420 | Sqm | |
| 3 | 3 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 756 | Cum | |
| 4 | 4 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | 94.5 | Cum | |
| 5 | 5 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | 141.75 | Cum | |
| 6 | 6 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 196.88 | Cum | |
| 7 | 7 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1312.5 | Sqm | |
| 8 | 8 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1312.5 | Sqm | |
| 9 | 9 | Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete. | 1312.5 | Sqm | |
| 10 | 10 | Provision for Hm Stone | 1 | Nos | |
| 11 | 11 | Name of the work :Upgradation of the road from KURUMBAPATTY SOUTH ROAD road KM 0/0-0/350 | |||
| 12 | 12 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 504 | Sqm | |
| 13 | 13 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 141.75 | Cum | |
| 14 | 14 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | 63.1 | Cum | |
| 15 | 15 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | 144.57 | Cum | |
| 16 | 16 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 201.56 | Cum | |
| 17 | 17 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1343.75 | Sqm | |
| 18 | 18 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1343.75 | Sqm | |
| 19 | 19 | Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete. | 1343.75 | Sqm | |
| 20 | 20 | Provision for Hm Stone | 1 | Nos | |
| 21 | 21 | Construction of RCC pipe Culvert at KURUMBAPATTY SOUTH ROAD road | |||
| 22 | 22 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 8.92 | Cum | |
| 23 | 23 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 5.05 | Cum | |
| 24 | 24 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildcolumn plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc | 9.88 | Sqm | |
| 25 | 25 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 7.74 | Cum | |
| 26 | 26 | Cost & Supply of RCC 900mm Dia NP3 pipes and fixing charges etc completete., | 7.5 | RM | |
| 27 | 27 | Name of the work :Upgradation of the road from PANDITHAKARANUR TO URUNAIKAYAR MADAI END ROAD road | |||
| 28 | 28 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 456.84 | Sqm | |
| 29 | 29 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 831.6 | Cum | |
| 30 | 30 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | 63.45 | Cum | |
| 31 | 31 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) | 143.17 | Cum | |
| 32 | 32 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 196.16 | Cum | |
| 33 | 33 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1307.75 | Sqm | |
| 34 | 34 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1307.75 | Sqm | |
| 35 | 35 | Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete. | 1307.75 | Sqm | |
| 36 | 36 | Provision for Hm Stone | 2 | Nos | |
| 37 | 37 | Name of the work :Upgradation of the road from Sennampatty to Sevalur AD Colony road KM 0/0-0/2 | |||
| 38 | 38 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 240 | Sqm | |
| 39 | 39 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 138.24 | Cum | |
| 40 | 40 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. | 23.4 | Cum | |
| 41 | 41 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | 67.93 | Cum | |
| 42 | 42 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 93.56 | Cum | |
| 43 | 43 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 623.75 | Sqm | |
| 44 | 44 | Applying TACK COAT over WBM surface at 2.5Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 623.75 | Sqm | |
| 45 | 45 | Providing and laying open graded premix carpet of 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of bitumen for 10 sqm of premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7mm IRC size HBG machine crushed chips with 9.8 Kg of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling seperately as per MoRT&H specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant power roller 80 – 100 KN capacity and all other tools and plants employed therefore etc., complete. | 623.75 | Sqm | |
| 46 | 46 | Provision for Hm Stone | 1 | Nos | |
| 47 | 47 | Construction of RCC pipe Culvert at Sennampatty to Sevalur AD Colony road | |||
| 48 | 48 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 8.92 | Cum | |
| 49 | 49 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 5.05 | Cum | |
| 50 | 50 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildcolumn plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc | 17.14 | Sqm | |
| 51 | 51 | Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 7.74 | Cum | |
| 52 | 52 | Cost & Supply of RCC 900mm Dia NP3 pipes and fixing charges etc completete., | 7.5 | RM | |
| 53 | 53 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 286 | 1 | GST Amount |
AI Tender Summary
Tender Timeline
Nov 15, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 22, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 22, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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