.Strenthaning Tosengalipuram Eloppai Thoppu Theru Km 0/0 - 0/380, 2.Strenthening To Killiyur Ukkadai Road Km 0/0 - 0/730 Road Code R140 3.Strengthening Of Vikrapandiyam Vadakku Theru Link Road Km 0/0 - 0/420, 4.Strengthening To Aadhambar Pillaiyarkovil Th
Tender Value
1.15 Crore
Estimated cost
Bid Submission
18 Nov 2019
0 days left
EMD
1.17 Lakhs
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
Kodavasal → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
.Strenthaning toSengalipuram Eloppai Thoppu theru Km 0/0 - 0/380, 2.strenthening to Killiyur Ukkadai road km 0/0 - 0/730 Road code R140 3.Strengthening of Vikrapandiyam vadakku theru Link road Km 0/0 - 0/420, 4.Strengthening to Aadhambar Pillaiyarkovil theru Km 0/0 - 0/100, 5.Kandiramanickam Attrankarai theru Km 0/0 - 0/510, 6.Strengthening of perumpannaiyur West street salai Km 0/0 - 0/820, 7.Strengthening to Vadugakudi Kadai theru to Ayyanarkovil salai Km 0/0- 0/730 in Kodavasal Block of Tiruvarur District under SFC-PU GRANT 2019-20.
BOQ
| Name of Work: 1.Strenthaning toSengalipuram Eloppai Thoppu theru Km 0/0 - 0/380, 2.strenthening to Killiyur Ukkadai road km 0/0 - 0/730 Road code R140 3.Strengthening of Vikrapandiyam vadakku theru Link road Km 0/0 - 0/420, 4.Strengthening to Aadhambar Pillaiyarkovil theru Km 0/0 - 0/100, 5.Kandiramanickam Attrankarai theru Km 0/0 - 0/510, 6.Strengthening of perumpannaiyur West street salai Km 0/0 - 0/820, 7.Strengthening to Vadugakudi Kadai theru to Ayyanarkovil salai Km 0/0- 0/730 in Kodavasal Block of Tiruvarur District under SFC-PU GRANT 2019-20. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Strenthaning toSengalipuram Eloppai Thoppu theru Km 0/0 - 0/380 | |||
| 2 | 2 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 3 | 3 | Chanage 0/00 - 0/380 | 380 | 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 | |||
| 5 | 5 | Chanage 0/00 - 0/380 | 34.2 | cum | |
| 6 | 6 | 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) . | |||
| 7 | 7 | Chanage 0/00 - 0/380 | 34.2 | cum | |
| 8 | 8 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 9 | 9 | Chanage 0/00 - 0/380 | 106.88 | cum | |
| 10 | 10 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 11 | 11 | Chanage 0/00 - 0/380 | 106.88 | cum | |
| 12 | 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 13 | 13 | Chanage 0/00 - 0/380 | 1425 | sqm | |
| 14 | 14 | 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. | |||
| 15 | 15 | Chanage 0/00 - 0/380 | 1425 | sqm | |
| 16 | 16 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 17 | 17 | Chanage 0/00 - 0/380 | 22.8 | cum | |
| 18 | 18 | Supply and fixing of Name board | 1 | No | |
| 19 | 19 | 2.strenthening to Killiyur Ukkadai road km 0/0 - 0/730 Road code R140 | |||
| 20 | 20 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 21 | 21 | Chanage 0/00 - 0/730 | 730 | sqm | |
| 22 | 22 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 23 | 23 | Chanage 0/700 - 0/730 | 6.75 | cum | |
| 24 | 24 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 25 | 25 | Chanage 0/00 - 0/730 | 164.25 | cum | |
| 26 | 26 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 27 | 27 | Chanage 0/00 - 0/730 | 2190 | sqm | |
| 28 | 28 | 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. | |||
| 29 | 29 | Chanage 0/00 - 0/730 | 2190 | sqm | |
| 30 | 30 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 31 | 31 | Chanage 0/00 - 0/730 | 43.8 | cum | |
| 32 | 32 | Supply and fixing of Name board | 1 | No | |
| 33 | 33 | 3.Strengthening of Vikrapandiyam vadakku theru Link road Km 0/0 - 0/420 | |||
| 34 | 34 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 35 | 35 | Chanage 0/00 - 0/420 | 420 | sqm | |
| 36 | 36 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 37 | 37 | Chanage 0/00 - 0/420 | 94.5 | cum | |
| 38 | 38 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 39 | 39 | Chanage 0/00 - 0/420 | 94.5 | cum | |
| 40 | 40 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 41 | 41 | Chanage 0/00 - 0/420 | 1260 | sqm | |
| 42 | 42 | 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. | |||
| 43 | 43 | Chanage 0/00 - 0/420 | 1260 | sqm | |
| 44 | 44 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 45 | 45 | Chanage 0/00 - 0/420 | 25.2 | cum | |
| 46 | 46 | Supply and fixing of Name board | 1 | No | |
| 47 | 47 | Supply and fixing ofHm Stone | 2 | No | |
| 48 | 48 | 4.Strengthening to Aadhambar Pillaiyarkovil theru Km 0/0 - 0/100 | |||
| 49 | 49 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 50 | 50 | Chanage 0/00 - 0/100 | 100 | sqm | |
| 51 | 51 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 52 | 52 | Chanage 0/00 - 0/100 | 22.5 | cum | |
| 53 | 53 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 54 | 54 | Chanage 0/00 - 0/100 | 22.5 | cum | |
| 55 | 55 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 56 | 56 | Chanage 0/00 - 0/100 | 300 | sqm | |
| 57 | 57 | 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. | |||
| 58 | 58 | Chanage 0/00 - 0/100 | 300 | sqm | |
| 59 | 59 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 60 | 60 | Chanage 0/00 - 0/100 | 6 | cum | |
| 61 | 61 | Supply and fixing of Name board | 1 | No | |
| 62 | 62 | 5.Kandiramanickam Attrankarai theru Km 0/0 - 0/510 | |||
| 63 | 63 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 64 | 64 | Chanage 0/00 - 0/510 | 510 | sqm | |
| 65 | 65 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 66 | 66 | Chanage 0/200-0/510 | 69.75 | cum | |
| 67 | 67 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 68 | 68 | Chanage 0/00 - 0/510 | 114.75 | cum | |
| 69 | 69 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 70 | 70 | Chanage 0/00 - 0/510 | 1530 | sqm | |
| 71 | 71 | 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. | |||
| 72 | 72 | Chanage 0/00 - 0/100 | 1530 | sqm | |
| 73 | 73 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 74 | 74 | Chanage 0/00 - 0/510 | 30.6 | cum | |
| 75 | 75 | Supply and fixing of Name board | 1 | No | |
| 76 | 76 | 6.Strengthening of perumpannaiyur West street salai Km 0/0 - 0/820 | |||
| 77 | 77 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 78 | 78 | Chanage 0/00 - 0/820 | 820 | sqm | |
| 79 | 79 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 80 | 80 | Chanage 0/0-0/300 | 67.5 | cum | |
| 81 | 81 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 82 | 82 | Chanage 0/00 - 0/820 | 184.5 | cum | |
| 83 | 83 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 84 | 84 | Chanage 0/00 - 0/820 | 2460 | sqm | |
| 85 | 85 | 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. | |||
| 86 | 86 | Chanage 0/00 - 0/820 | 2460 | sqm | |
| 87 | 87 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 88 | 88 | Chanage 0/00 - 0/820 | 49.2 | cum | |
| 89 | 89 | Supply and fixing of Name board | 1 | No | |
| 90 | 90 | 7.Strengthening to Vadugakudi Kadai theru to Ayyanarkovil salai Km 0/0- 0/730 | |||
| 91 | 91 | Picking the existing damaged BT surface ,5 cm to 10 cm old metalled surface and sectioning | |||
| 92 | 92 | Chanage 0/00 - 0/730 | 730 | sqm | |
| 93 | 93 | Providing and laying 75mm compacted thick WBM Gr. II using 1 cum of 90mm to 22.4mm 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 bottom layer. | |||
| 94 | 94 | Chanage 0/0- 0/110 | 24.75 | cum | |
| 95 | 95 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | |||
| 96 | 96 | Chanage 0/00 - 0/730 | 164.25 | cum | |
| 97 | 97 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||
| 98 | 98 | Chanage 0/00 - 0/730 | 2190 | sqm | |
| 99 | 99 | 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. | |||
| 100 | 100 | Chanage 0/00 - 0/730 | 2190 | sqm | |
| 101 | 101 | Providing and Laying gravel soliing to compacted thick incluing cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achive the required proctor density at 100% compacting 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. | |||
| 102 | 102 | Chanage 0/00 - 0/730 | 43.8 | cum | |
| 103 | 103 | Construction of Pipe Culvert | |||
| 104 | 104 | Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation | 23.76 | sqm | |
| 105 | 105 | Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. | 3.16 | sqm | |
| 106 | 106 | Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. | 3.8 | cum | |
| 107 | 107 | Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. | 14.48 | cum | |
| 108 | 108 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | 49.69 | cum | |
| 109 | 109 | Hoisting and fixing of NP3 class RCC pipe and collars in proper gradient including all labour charges and all other incidental charges etc., as directed by the Department Officers, as per standard specifications. | 7.5 | Rm | |
| 110 | 110 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | 7.93 | cum | |
| 111 | 111 | Retaining wall | |||
| 112 | 112 | Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation | 144 | sqm | |
| 113 | 113 | Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. | 28.82 | sqm | |
| 114 | 114 | Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. | 28.8 | cum | |
| 115 | 115 | Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. | 211.46 | cum | |
| 116 | 116 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). | 272.69 | cum | |
| 117 | 117 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | 5.76 | cum | |
| 118 | 118 | Supply and fixing of Name board | 1 | No | |
| 119 | 119 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Nov 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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