Improvement to side drain & protective works to slopes in Kulai-2 cutting between KM 735/6-7 west side

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 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 a s required and filling with CC 1:3:6 mix with 40mm

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. 2.7/3.7mm (ID/OD), edges o f meshes mechanically e d g e d / selvedged w i t h h e a v y coating of 1 galvanization a s p e r E N 10223- 3/ASTM A 9 7 5 with partitions a t every 1 m interval a n d 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 etc. complete in all respect and stitching with lacing wire of dia. 2.2/3.2mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the material by head load from nearest approach with all safety precautions and all leads and lifts.

Item Breakup - 1-SCHEDULE-A

cum Total 116186.00 KARWAR-DIVISION-ENGINEERING/KRCL 013010-Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. 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 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 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall Item- 2 only be made where 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 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. 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 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 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. S No. Item Description of Item Unit Qty Rate Amount No

Each Total 5583.80

Item Breakup - 2-SCHEDULE-B

30.00 2376.24 stone aggregate 40 mm nominal size) Total 71287.20 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 176530.20 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

180.00 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 , Fender wall, Diaphragm wall etc. up to 5m above ground level Total 103851.00 Item- 5 025070-Supply and using Cement at Worksite S No. Item Description of Item Unit Qty Rate Amount No

40.00 6452.07 258082.80 brands/makes Total 258082.80 KARWAR-DIVISION-ENGINEERING/KRCL 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

2000.00 or more of approved brands/makes. Total 176860.00

Item Breakup - 3-SCHEDULE-C

15.2.1- Nominal concrete 1:3:6 or richer mix (i.e., cum equivalent design mix) Total 17598.20 15.90- Demolishing stone rubble massonary manually/ by mechanical means including stcaking of Item- 3 servicable material and disposal of unservicable material within 50 metres lead as per direction of engineer in charge S No. Item Description of Item Unit Qty Rate Amount No

15.9.2- In cement mortar Total 8886.80