| SSR 2019-20 : Coastal | ||||||||
| Sr. No. | Chapter | SSR Item No. | Reference No. | Description of the item | Additional Specification | Unit | Completed Rate excluding GST In Rs. |
Labour Rate excluding GST In Rs. |
| 1646 | Coastal | 49.01 | Supplying and spreading geofabric filter layer of Geotextile of Polypropylene multifilament woven to the line, level and grade with pore size less than 0.075 mm and permeability greater than 9.0 litre/sqm/second confirming specification IS:1969 and ASTM standard including conveying to the site, joining and stitching with proper overlap and laying at excavated surface in tidal condition as directed by Engineer- in- Charge etc. complete. | As directed by Engineer in charge | Square Metre | 71 | 9 | |
| Coastal | 49.02 | Providing and laying filter layer of polythene bags, filled with a/b/c including conveying and placing in proper line, level as per drawing in tidal condition as directed by Engineer - in- Charge. | As directed by Engineer in charge | |||||
| 1647 | a | sand obtained from excavation of foundation | Cubic Metre | 312 | 122 | |||
| 1648 | b | 50% Sand obtained from excavation + 50% crushed sand | Cubic Metre | 692 | 146 | |||
| 1649 | c | crushed sand (upto 5 mm) brought by Contractor | Cubic Metre | 1113 | 212 | |||
| 1650 | Coastal | 49.03 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying trap stones upto 20 kilogram for Filter / Core layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 621 | 60 |
| 1651 | Coastal | 49.04 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying laterite stones upto 20 kilogram for Filter / Core layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 475 | 60 |
| 1652 | Coastal | 49.05 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying trap stone weighing 20 to 50 kilogram for Core / Sub armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 629 | 60 |
| 1653 | Coastal | 49.06 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying laterite stone weighing 20 to 50 kilogram for Core / Sub armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 483 | 60 |
| 1654 | Coastal | 49.07 | Laying of trap / laterite stones by rearrangement of stones displaced from existing protection bund weighing upto 50 kilogram for Core / Sub armour layer including collection, sorting and relaying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | as directed by Engineer in charge | Cubic Metre | 104 | 60 | |
| 1655 | Coastal | 49.08 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying trap stone weighing 50 to 100 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 665 | 60 |
| 1656 | Coastal | 49.09 | Rd - 19; Rd - 29; Rd - 27. |
Supplying and laying laterite stone weighing 50 to 100 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 519 | 60 |
| 1657 | Coastal | 49.10 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing 50 to 100 kilogram for Core / Sub armour / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
as directed by Engineer in charge | Cubic Metre | 147 | 60 | |
| 1658 | Coastal | 49.11 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying trap stones weighing 100 to 200 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 831 | 120 |
| 1659 | Coastal | 49.12 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing 100 to 200 kilogram Sub armour / Apron / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
as directed by Engineer in charge | Cubic Metre | 295 | 120 | |
| 1660 | Coastal | 49.13 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying trap stones weighing 200 to 300 kilogram for Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 914 | 120 |
| 1661 | Coastal | 49.14 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing 200 to 300 kilogram for Apron / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | as directed by Engineer in charge | Cubic Metre | 330 | 120 | |
| 1662 | Coastal | 49.15 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying trap stones weighing 300 to 500 kilogram for Sub armour / Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 980 | 120 |
| 1663 | Coastal | 49.16 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing 300 to 500 kilogram for Sub armour / Apron / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
as directed by Engineer in charge | Cubic Metre | 365 | 120 | |
| 1664 | Coastal | 49.17 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying trap stones weighing 500 to 1000 kilogram for Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 1121 | 120 |
| 1665 | Coastal | 49.18 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing 500 to 1000 kilogram for Apron / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | as directed by Engineer in charge | Cubic Metre | 400 | 120 | |
| 1666 | Coastal | 49.19 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying trap stones weighing above 1000 kilogram for Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
Cubic Metre | 1069 | 120 |
| 1667 | Coastal | 49.20 | Laying of trap stones by rearrangement of stones displaced from existing protection bund weighing above 1000 kilogram for Apron / Armour layer including collection, sorting and laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. | as directed by Engineer in charge | Cubic Metre | 435 | 120 | |
| Coastal | 49.21 | Rd - 19; Rd - 29; Rd - 27. |
Providing & fixing G.I. wire Gabions coated with Zinc+PVC of required size, section including boxes made of mechanically woven hexagonal shaped wire mesh of type, 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trap stones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc. complete under tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
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| 1668 | a | (a) Gabions of size – 1.00 x 1.00 x 1.00 M | Cubic Metre | 2427 | 308 | |||
| 1669 | b | (b) Gabions of size – 1.50 x 1.00 x 1.00 M | Cubic Metre | 2111 | 287 | |||
| 1670 | c | (c) Gabions of size – 2.00 x 1.00 x 1.00 M | Cubic Metre | 2151 | 262 | |||
| 1671 | d | (d) Gabions of size – 3.00 x 1.00 x 1.00 M | Cubic Metre | 2020 | 215 | |||
| 1672 | e | (e) Gabions of size – 4.00 x 1.00 x 1.00 M | Cubic Metre | 1906 | 161 | |||
| Coastal | 49.22 | Rd - 19; Rd - 29; Rd - 27. |
Providing and laying box type flexible gabions of required size and rope of 10 mm Ø polypropylene material four strand mesh of 150 mm x 150 mm size, filled with hand packed stones of 20 to 50 kilogram in weight; so as to give total mass required with all leads and lifts including fusing top of gabions, tying to each other and laying to required line, level, slope as per drawing, section as directed etc. complete under tidal conditions. | Spec.No.-Rd-19, Page-187; Rd-29, Page-193; Rd-27, Page-192. [Except weight of stone specified in wording of specification] |
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| 1673 | a | (a) Gabions of size – 1.00 x 1.00 x 1.00 M | Cubic Metre | 2122 | 308 | |||
| 1674 | b | (b) Gabions of size – 1.50 x 1.00 x 1.00 M | Cubic Metre | 1961 | 287 | |||
| 1675 | c | (c) Gabions of size – 2.00 x 1.00 x 0.50 M | Cubic Metre | 1557 | 262 | |||
| 1676 | d | (d) Gabions of size – 3.00 x 1.00 x 1.00 M | Cubic Metre | 1758 | 215 | |||
| 1677 | Coastal | 49.23 | Bd.E.5 | Providing and laying precast tetrapods / blocks of plain cement concrete of M-30 grade, weighing 2000 kilogram each of required shape for armour layer including necessary steel formwork/mould including applying form releasing agent including vibration, curing, conveying and placing them in correct profile as per drawing including all labours, materials, equipments, machinery such as crane of adequate capacity and boom length, with all lead and lift etc. complete in tidal conditions. | Spec. No.Bd. E. 5; Page No. 67 / 2012 | Number | 8002 | 1429 |
| 1678 | Coastal | 49.24 | Bd.E.5 | Providing and laying precast tetrapods / blocks of plain cement concrete of M-30 grade, weighing 3000 kilogram each of required shape for armour layer including necessary steel formwork/mould including applying form releasing agent including vibration, curing conveying and placing them in correct profile as per drawing including all labours, materials, equipments, machinery such as crane of adequate capacity and boom length, with all lead and lift etc. complete in tidal conditions. | Spec. No.Bd. E. 5; Page No. 67 / 2012 | Number | 10768 | 2013 |
| 1679 | Coastal | 49.25 | 25 | Relaying of precast concrete tetrapods / blocks, weighing upto 4000 kilogram each of required shape for armour layer including removing from existing protection bund and relaying in correct profile as per drawing including all labours, materials, equipments, machinery such as crane of adequate capacity and boom length, with all lead and lift etc. complete in tidal conditions. | As directed by Engineer -in- Charge | Number | 2331 | 240 |
| 1680 | Coastal | 49.26 | Bd.E.5 | Providing and laying in situ M-20 cement concrete of trap / granite / quartzite / gneiss metal with 15% plum of trap stones for foundation and bedding of retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete. |
Spec. No.Bd. E. 5; Page No. 67 / 2012 | Cubic Metre | 4855 | 1345 |
| 1681 | Coastal | 49.27 | Bd.E.5 | Providing and laying in situ M-25 cement concrete of trap / granite / quartzite / gneiss metal with 15% plum of trap stones for retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete. | Spec. No.Bd. E. 5; Page No. 67 / 2012 | Cubic Metre | 5109 | 1345 |
| 1682 | Coastal | 49.28 | 28 | Providing and fixing stainless steel bollard of steel pipe 1.00 metre long of 250 mm inner diameter and circular top plate of 350 mm diameter with 5 mm thickness on deck of jetty in cement concrete including necessary fixtures and fastening etc. complete. (Stainless steel of grade S-304) |
As directed by Engineer -in- Charge | Number | 20408 | 1221 |
| 1683 | Coastal | 49.29 | 29 | Providing and fixing stainless steel mooring ring in cement concrete on deck of jetty consist of 32 mm thick steel bar, 225 mm inner diameter, steel ring with 75 mm inner diameter steel hook of 32 mm diametre as per approved drawing etc. complete. (Stainless steel of grade S-304) |
As directed by Engineer -in- Charge | Number | 9775 | 244 |
| 1684 | Coastal | 49.30 | 30 | Providing and fixing fenders made from used tyres including fixing by stainless steel chain links of 8mm dia. and anchor bolts of 16 mm diameter etc. complete as per drawing and as directed under tidal range. |
As directed by Engineer -in- Charge | Number | 2198 | 755 |
| 1685 | Coastal | 49.31 | 31 | Supplying and laying 100% PP Staple fibre Non woven Geobags filled with locally available sand (inital Lead of 50m) having minimum mass of 400 GSM and Tensile strength of 22/24 KN/M in MD/CD and elongation of 60/60 %. The specified Geotextile (Bags) shall have puncture resistance of 4100 N and abrasion resistance of greater than 75% of strength & thickness, to be laid as per drawing in required line, level, slope as per drawing, section in tidal condition as directed by Engineer - in - Charge. (Size of Bag 1.00 x 0.70m with inflated thickness of 10cm at Centre weight of each filled bag shall be in between 130 to 150 kilogram) | As directed by Engineer -in- Charge | Number | 255 | 32 |
| 1686 | Coastal | 49.32 | 32 | Supplying and laying 100% PP Staple fibre Non woven Geo bags filled with locally available sand (inital Lead of 50m) having minimum mass of 400 GSM and Tensile strength of 22/24 KN/M in MD/CD and elongation of 60/60 %. The specified Geotextile (Bags) shall have puncture resistance of 4100 N and abrasion resistance of greater than 75% of strength & thickness, to be laid as per drawing in required line, level, slope as per drawing, section in tidal condition as directed by Engineer - in - Charge. (Size of Bag 2.00 x 1.50m with inflated thickness of 40cm at Centre weight of each filled bag shall be in between 550 to 600 kilogram) | As directed by Engineer -in- Charge | Number | 1457 | 118 |
| Coastal | 49.33 | 33 | Providing laying and placing in position segment of a/b/c diameter UV Resistance Geotextile tubes as per design and drawing of High strength woven Geotextile made from polypropylene multifilament woven in both warf and weft directions, with cover of UV protective pp tape woven Geotextile with pore size less than 0.075 millimetre and permeability greater than 9.00 litre/square metre/second conforming specification IS:1969 and ASTM standards placed parallel to high water line and duly filled with sea sand mechanically by sand dredging machine so as to act as main burnt and toe burm at offshore to hold accumulated sand on beach including all labour, plant, equipment and machinery required including shuttering and scaffolding as directed by Engineer-in-Charge of the work etc. complete. | As directed by Engineer -in- Charge | ||||
| 1687 | a | (a) Geotextile tubes of diametre – 3.00 M | Running metre | 9989 | 436 | |||
| 1688 | b | (b) Geotextile tubes of diametre – 1.50 M | Running metre | 5635 | 218 | |||
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