Construction of RCC retaining wall in between KM 465/4-6 at Padi South Cutting in BLLI-CNO section of Karwar Region of KRCL. (E-File Comp. No. 63299)

2-SCHEDULE-B (CEMENT CONRETE WORKS) 2328311.05 Below/P

025080-Steel reinforcement o f approved brands/makes f o r R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each 7 with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

Providing and laying 300mm thick (average) Dry Stone flooring with boulders o f not less than 35kg each i n weight, hand packed with surface levelled o ff t o t h e correct section with 8 hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of a l l materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

Erecting detonator rail posts at required locations as required including cutting the rail 9 to required length varying from 1.00M to 1.50M , leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit size as required and filling with CC 1:3:6 mix with 40mm Above/

3-SCHEDULE-C (DISMANTLING WORK) 796881.31 Below/P

Supplying & placing of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes, Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire dia. 1 2.7/3.7mm (ID/OD), edges of meshes mechanically edged / selvedged with heavy coating of galvanization as per EN 10223-3/ASTM A 975 with partitions at every 1m interval and properly packed with approx. 150mm size boulders including transportation and placing at indicated places as per direction of engineer-in-charge including contractor's tools, plants, labour, royalty charges

Item Breakup - 1-SCHEDULE-A (EARTHWORK)

cum Total 165980.00 013010- Felling trees of girth (measured at a height of 1.0 m above ground level), including leading and stacking of material within 100 m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where Item- 2 specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps. including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grado level, whichever is lower. S No. Item Description of Item Unit Qty Rate Amount No

Each Total 33502.80

Item Breakup - 2-SCHEDULE-B (CEMENT CONRETE WORKS)

40.00 2376.34 stone aggregate 40 mm nominal size). Total 95053.60 022050-Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength Item- 2 and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. S No. Item Description of Item Unit Qty Rate Amount No

cum Total 302623.20 KARWAR-DIVISION-ENGINEERING/KRCL Item- 4 025030-Centering and shuttering including strutting, propping etc. and removal of form for : S No. Item Description of Item Unit Qty Rate Amount No

300.00 abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal o v e r P i e r c a p , Fe n d e r wall, Diaphragm wall etc. up to 5m above ground level Total 173085.00 Item- 5 025070-Supply and using Cement at Worksite S No. Item Description of Item Unit Qty Rate Amount No

60.00 6452.07 387124.20 brands/makes Total 387124.20 025080-Steel reinforcement of approved brands/makes for R.C.C. work including straightening, Item- 6 cutting, bending, placing in position and binding all complete S No. Item Description of Item Unit Qty Rate Amount No

6000.00 or more of approved brands/makes. Total 530580.00

Item Breakup - 3-SCHEDULE-C (DISMANTLING WORK)

15.21- Nominal concrete 1:3:6 or richer mix (i.e., cum equivalent design mix) Total 527946.00 15.90- Demolishing stone rubble masonry manually/by mechanical means including stacking of Item- 3 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. S No. Item Description of Item Unit Qty Rate Amount No

15.92- In cement mortar Total 53320.80