Tender For Improvement Of Bairali Thablaijhora Fis Opd-G For The Year 2022-23
Tender Value
48.72 Lakhs
Estimated cost
Bid Submission
05 Sep 2023
0 days left
EMD
97455
Bank guarantee accepted
Document Fee
1000
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 Bairali Thablaijhora Fis Opd-G For The Year 2022-23
BOQ
| Sl. No. | Item Description |
| 1 | Improvement ofCanal at Bairali Tablaijhora Flow Irrigation schemeEarthwork 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. |
| 2 | Construction of Brick lined water course at Bairali Tablaijhora Flow Irrigation schemeEarthwork 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 mmcube with compensation, complete as directed at site.(Including bailing out stagnant rain 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) |
| 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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).i) With shuttering and without de-watering:- |
| 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. |
| 5 | 12 mm thick cement plastering including clearing the surface & curing etccomplete as directed. (Prop. 1:3) |
| 6 | River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified. |
| 7 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and ofspecified thickness with 9 cm brick on flat including sand packing |
| 8 | Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of landif any (with lead up to 30 M and lift 1.5M). |
| 9 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening theseat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed. |
| 10 | Improvement of Afflux Bund & Guide BundEarthwork 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. |
| 11 | 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) |
| 12 | Construction of 1.00 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. |
| 13 | 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.) |
| 14 | 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. |
| 15 | Construction of HP canal outlet ( 8 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. |
| 16 | Supplying of R.C.C spun pipes of diameter 0.15 m with collar complete as directed. |
| 17 | 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 |
| 18 | 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:- |
| 19 | Laying in position the R.C.C spun pipes with necessary collars including local carriage etc. complete as directed. |
| 20 | 12 mm thick cement plastering including clearing the surface and curing etc. complte as directed. (Prop. 1:3) |
| 21 | 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 |
| 22 | 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. |
| 23 | Renovation of CrossRegulator gate at H/W ofBairali TablaijhoraFlow Irrigation schemeRepairing of damaged steel shutter providing ISMCx100x75x75 size, 6 mm thick with 75x50x50 size, 6 mm thick stiffener providing 6 mm thick steel for shutters and for over head plat from including fitting, fixing steering (Handle) ball bearing, guide with 6 mm thick flats providing counter weight, rubber seal, wire ropes including welding, fitting, fixing painting two coast with approved paints etc. complete as directed. |
AI Tender Summary
Tender Timeline
Aug 12, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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