Strengthening The Road From Salikaraipatty To Vellaparai Road Km 0/0-1/0 2 . Upgradation Of The Road From Pallathupatty To Chinnadevanpatty Road Km 0/0-1/200
Tender Value
67.45 Lakhs
Estimated cost
Bid Submission
14 Jul 2020
0 days left
EMD
69000
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
Strengthening The Road From Salikaraipatty To Vellaparai Road Km 0/0-1/02 . Upgradation Of The Road From Pallathupatty To Chinnadevanpatty Road Km 0/0-1/200
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jul-2020 | SCPAR - 2019- 20 - Package No. TN-07-36 - Tender Date - 14.07.2020 | Date | 14-Jul-2020 |
BOQ
| Name of Work : Upgradation and Strengthening the Road 2nos in Kadavur Block Package No TN 07-36 of Karur District Under SCPAR 2019-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of the work :Strengthening the road from Salikaraipatty to Vellaparai Road Km 0/0-1/0 | |||
| 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. | 1440 | Sqm | |
| 3 | 3 | Picking the BT Surface including cost and conveyance of all materials to site and all labour charges etc | 1270.83 | Sqm | |
| 4 | 4 | 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 | 480 | Cum | |
| 5 | 5 | 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. | 180 | Cum | |
| 6 | 6 | Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63mm to 11.2mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MoRT&H 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | |||
| 7 | 7 | Km 0/0-1/0 | 285.94 | Cum | |
| 8 | 8 | Applying TACK COAT over Primed WBM surface at 4.00Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Complete. | 3812.5 | 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. | |||
| 10 | 10 | Km 0/0-1/0 | 3812.5 | Sqm | |
| 11 | 11 | Provision for Km Stone | 1 | Nos | |
| 12 | 12 | Provision for Hm Stone | 4 | Nos | |
| 13 | 13 | Name of the work : Upgradation of the road from Pallathupatty to Chinnadevanpatty Road Km 0/0-1/200 | |||
| 14 | 14 | 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. | 1728 | Sqm | |
| 15 | 15 | 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 | 718.26 | Cum | |
| 16 | 16 | 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) . | |||
| 17 | 17 | Km 0/0-1/0 | 406.96 | Cum | |
| 18 | 18 | Km 1/0-1/2 | 84.13 | Cum | |
| 19 | 19 | 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. | 215.48 | Cum | |
| 20 | 20 | 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. | |||
| 21 | 21 | Km 0/0-1/0 | 565.56 | Cum | |
| 22 | 22 | Km 1/0-1/5 | 117.19 | Cum | |
| 23 | 23 | 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. | 4551.62 | Sqm | |
| 24 | 24 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 4562.5 | Sqm | |
| 25 | 25 | 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. | |||
| 26 | 26 | Km 0/0-1/0 | 3781.25 | Sqm | |
| 27 | 27 | Km 1/0-1/2 | 781.25 | Sqm | |
| 28 | 28 | Construction of RCC 1.50m span Slab Culvert 1No. @ Ch 200m of Pallathupatty to Chinnadevanpatty Road | |||
| 29 | 29 | 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 | 52.05 | Cum | |
| 30 | 30 | 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., | 12.01 | Cum | |
| 31 | 31 | 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., | 67.28 | Cum | |
| 32 | 32 | 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 column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications. | |||
| 33 | 33 | Below sill level | 129.7 | Sqm | |
| 34 | 34 | Above sill level | 40.3 | Sqm | |
| 35 | 35 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metalmetal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 3.31 | Cum | |
| 36 | 36 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks | 3.36 | Cum | |
| 37 | 37 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works | 0.315 | MT | |
| 38 | 38 | Provision for Km Stone | 1 | Nos | |
| 39 | 39 | Provision for Hm Stone | 5 | Nos | |
| 40 | 40 | GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount 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
Jul 08, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 14, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 14, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 14, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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