Improvement Of Branch Canal-6 Longa Flow Irrigation Scheme Under Sopd ( G ) For The Year 2022-23
Tender Value
56.45 Lakhs
Estimated cost
Bid Submission
05 Aug 2023
0 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gossaigaon → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Branch Canal-6 Longa Flow Irrigation Scheme Under Sopd ( G ) For The Year 2022-23
BOQ
| Sl. No. | Item Description |
| 1 | Reshaping of canalLonga FIS under SOPD (G) for the year 2022-23Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. |
| 2 | Earth work in filling in marginal bund, guide bund,afflux bund,canal embankment etc. to the designed section and grade by obtaining earth from outside borrowpits and filling in uniform layers not exceeding 15cm thick including clearing light jungles, removing trees up to 15 cm dia and uprooting roots and stumps from theseat ofembankment and borrow pit area, breaking clods to not more than 10 mm cube, ramming, watering, dressingand roughening the seat of embankmentprofilling etc. Paying compensation of earth borrowed from private or forest land, if any, with lead up to 30 m and lift up to 1.50 m complete as directed. (Ordinary soil) |
| 3 | Earthwork in excavation of deposited silt mixed with sand, pebbles, debrises, morums, slushy earth etc. from irrigation canal including resectioning, reshaping and grading the canal bed and removing the excavated spoils by head load to the canal bank for lead upto 60 M and all lift etc. |
| 4 | Renovation of U/S Toe wall & canal Bed at RCC Aquiduct andcanal regulator at ch 0.00 M ofBranch Canal-6Longa FISRenovation of U/S Toe wall & canal Bed at RCC Aquiduct of Branch canal-6 Longa FISLabour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. : Carriage up to lead of 30 M and lift upto 1.50 M |
| 5 | Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) (For normal lead of 30 m & lift of 1.50 m.) |
| 6 | CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed ) i) Without Shuttering without dewatering |
| 7 | RCC 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 ecessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With Shuttering without dewatering |
| 8 | Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed. |
| 9 | Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered). |
| 10 | 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.(Prop.1:3) |
| 11 | Renovation of Canal Regulator at ch 8440 M of Main canal & At ch 0.00 M of Branch Canal-6Longa FISLabour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed. : Carriage up to lead of 30 M and lift upto 1.50 M |
| 12 | Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) |
| 13 | CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed ) i) Without Shuttering without dewatering |
| 14 | RCC 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 ecessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With Shuttering without dewatering |
| 15 | Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed. |
| 16 | Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered). |
| 17 | 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.(Prop.1:3) |
| 18 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 50 K.m.) |
| 19 | Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 20 | Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. |
| 21 | Protection of stream Bank below the RCC Aquiduct at Branch canal-6 Longa FISEarthwork in cutting in river bank etc. to the design section and grade and removing the spoils to a safe distance including cutting, uprooting and removing trees upto 15 cm dia, uprooting and emoving roots and stumps etc, including excavating the earth boulder sausages of 1.00 M dia, 50 cm under river bed shape, size and grade etc. with all lead and lift, complete as directed. |
| 22 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 50 K.m.) |
| 23 | Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 24 | Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. |
| 25 | Construction of HP canal Outlet ( 14 Numbers )Earthworkinexcavation in foundationof canalstructuresin alltypesofsoilasper design anddrawingincludingdressing the foundation, shoring etc.removingthesurplus spoil by head lead toasafe distance from the workingplace anddepositingrequiredspoil in uniform layer, dressing, watering, breaking clods to not more than 10mm cube with compaction as directed at site (Including bailing out stagnant water where necessary)A) All types of soil except soil mixed with gravel and boulder (For normal lead of 30 m and lift of 1.50 m) Without de-watering. |
| 26 | Supplying of R.C.C spun pipes of diameter 0.15 m with collar complete as directed. |
| 27 | Carriage of spun pipes with collars to the work site from departmental go-down in-cluding loading, unloading etc. complete as directed. Diameter = 0.15 m and distance to be carried=55 KM |
| 28 | C.C work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt &other foreign materialsincluding rodding / vibrating,bailing out of water where necessary and curing with supplying of all materials complete as directed (Temporary arrangement for obtain-ing clean water should be made at site. (Machine mixed) i) River shingles without shuttering and without de-watering:- |
| 29 | Laying in position the R.C.C spun pipes with necessary collars including local carriage etc. complete as directed. |
| 30 | 12 mm thick cement plastering including clearing the surface and curing etc. complte as directed. (Prop. 1:3) |
| 31 | Collection and supply of sand free from dust dirt & other foreign materials from approved quarry including screening,stacking and payment necessary forest royalty including carrying to the work site etc .complete as directed Av distance = 50 km |
| 32 | Earth work in back filling of structure with earth obtaining from outside borrow pit filling with 15cm layer, ramming, dressing, watering and compaction including paying compensation of land, if any with lead up to 3.00 m and lift 1.50 m. |
| 33 | Canal crossing slab Culvert ( 1 Numbers)Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder)(For normal lead of 30 m & lift of 1.50 m.) |
| 34 | CC work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) ( machine mixed ) |
| 35 | RCC 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 ecessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With Shuttering without dewatering |
| 36 | Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed. |
| 37 | Centering and shutteringincluding proping etc.Wherenecessary and removalof forms after completion of C.C and R.C.C works completeas directed. (Measurementto be taken on the face area timbered). |
| 38 | 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed.(Prop.1:3) |
| 39 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 50 K.m.) |
| 40 | Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 41 | Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed. |
| 42 | Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any loading, unloading and stacking at not more than 1.00 M height and spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. |
AI Tender Summary
Tender Timeline
Jul 14, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender