Renovation of Cannel systems at different Pump Centres of Maloibari ELIS under RIDF-XXX NABARD for the year 2024-25under Dispu rDivision Package_38

Amount

Renovation of Branch canal 2 from chainage 0.00 m to 173.00 m at Ouzari II PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 4: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 5: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:3

Item no. 6: C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 7: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item no. 8: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 9: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Renovation of Branch canal 1 from chainage 755.00 m to 955.00 m at Jungle Maloibari II PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 4: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 5: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:3

Item no. 6: C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 7: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item no. 8: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 9: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Renovation of Branch canal 2 from chainage 0.00 m to 200.00 m at Jungle Maloibari I PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 4: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 5: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:3

Item no. 6: C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 7: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item no. 8: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 9: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Renovation of Branch canal 3 from chainage 0.00 m to 150.00 m at Gaon Dimoria PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 4: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 5: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:3

Item no. 6: C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 7: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item no. 8: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 9: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Renovation of Branch canal 2 from chainage 0.00 m to 170.00 m at Niz- Dimoria PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 4: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 5: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:3

Item no. 6: C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 7: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item no. 8: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 9: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Renovation of Main canal from ch 30.00 to 293.00 m and Conversion to 250 mm wall from 125 mm of Branch canal 2 along with Cover slab at Gandhirod 1 PC

Cover slab Item no. 1: Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item no. 2: Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (A) Shuttering (Slab).

Item no. 3: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Conversion to 250 mm wall from 125 mm from ch 30.00 to 166.00 m Item no. 1: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 4: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Item no. 5: 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Item no. 6: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 7: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Bed development at Main canal from ch 30.00 to 293.00 m Item no. 1: Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary, complete as directed. (Shuttering, scaffoldingnecessary timber shuttering, scaffolding etc. where cost will be paid separately).

Renovation of Branch canal 3 from ch 408.00 m for a length of 230.0 m and Bed repairing from ch 828.0 m to 1118.0m along with Cover slab at Gandhirod 2 PC

Cover slab Item no. 1: Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item no. 2: Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (A) Shuttering (Slab).

Item no. 3: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 4: 1st class brick work in cement mortar in abutment andwing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Renovation of Branch canal 3 from ch 408.00 m for a length of 240.0 m at Gandhirod 2 Item no. 1: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 4: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

Item no. 5: 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Item no. 7: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Bed repairing from ch 828.0 m to 1118.0m of Main Canal at Gandhirod 2 Item no. 1: Labour cost for dismantling of old CC canal lining and carriageof the materials and depositing the same in a safe distance asdirected complete.: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Item no. 3: CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregateof size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 4: 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Item no. 5: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Renovation of Main canal from ch 100.00 m for a length of 265.0 m at Lakhimipathar PC

Item no. 1: Labour cost for dismantling of old CC canal lining and carriageof the materials and depositing the same in a safe distance asdirected complete.: Carriage up to lead of 30 M and lift upto 1.50 M

Item no. 1: Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed

Item no. 2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item no. 4: 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4

Item no. 5: Neat cement finishing 3 mm thick with cement slurry prepared by mixing 27.50 Kg of fresh cement in appropriate quantity of clean water to cover 10 (ten) SqM of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc, complete as directed.

Item no. 7: Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

M/S KAMRUP ENTERPRISE (BID ID -245264)

JM & NJA (JV) (BID ID -244784)

M/s Pinak JV (BID ID -245202)