Construction of Aquiduct at Sesajan,Roumari and Khairajahra and Installtion of DTS 4 Nos of ERM,Sukla Irrigation Project under PMKSY-AIBP for the year 2021-22

Amount

Aqueduct at Sesajan:- Dismantling the existing culvert including clearing and removing the dismantled materials to a safe place and stacking the serviceable material at a suitable place as directed.

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & VAT

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles 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).

Machine mixing charge of cement concrete / reinforced cement concrete with different types of concrete mixture machine of 10 / 7 CuFt capacity.

Vibrating in CC/RCC work with vibrator including local carriage of vibrator etc. complete as directed.

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). Shuttering (Beam) with Prop.

Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, complete as directed.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Aqueduct at Rowmari:- Dismantling the existing culvert including clearing and removing the dismantled materials to a safe place and stacking the serviceable material at a suitable place as directed.

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & VAT

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles 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).

Machine mixing charge of cement concrete / reinforced cement concrete with different types of concrete mixture machine of 10 / 7 CuFt capacity.

Vibrating in CC/RCC work with vibrator including local carriage of vibrator etc. complete as directed.

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). Shuttering (Beam) with Prop.

Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, complete as directed.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Aqueduct at Khairajhar:- Dismantling the existing culvert including clearing and removing the dismantled materials to a safe place and stacking the serviceable material at a suitable place as directed.

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & VAT

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles 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).

Machine mixing charge of cement concrete / reinforced cement concrete with different types of concrete mixture machine of 10 / 7 CuFt capacity.

Vibrating in CC/RCC work with vibrator including local carriage of vibrator etc. complete as directed.

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). Shuttering (Beam) with Prop.

Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, complete as directed.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary).A. All type of soils except soil mixed with gravel & boulders.(ii) For normal lead of 60.0 m and lift of 3.0 m

HPCD (1 No):- Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

Supply and Carriage of 0.9 M Dia Hume Pipe 2.5 m length including Coller to site godown complete as directed

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed (iii) For 90 cm to 120 cm

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). Shuttering (Beam) without Prop.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Tubewell scheme with solar power (4 Nos) A. MECHANICAL:- Cost of making bore hole, upto depth of 60.0 M by RC drilling Rig and diameter of bore

Cost of PVC casing pipe and ribbed filter

Cost of lowering/ installation of tubewell.

Cost of shrouding of tubewell assembly by river pea gravel for a depth of 60.0 m.(Annexure 4)

Cost of developing of tubewell by air compressor for 12 hours to get sand free discharge.

B. SOLAR PART: Installation of 3.0 KW off grid solar photo voltaic power plant for energizing the 3HP submersible pump set.

Construction of base pillar for module mounting structure.

C. CIVIL PART:- Cost of control room

Cost of canvas pipe for water distribution