Improvement Of Singrimari Fis ( From Ch . 1000 M To 2000 . 00M ) Improvement Of Singrimari Fis ( From Ch . 1000 M To 2000 . 00M ) Ls/Mcunder Sopd For The Year 2019-20 Under Tangla Division Irrigation Tangla ( Group No-Ii )
Tender Value
1.59 Crore
Estimated cost
Bid Submission
26 Jan 2021
0 days left
EMD
3.18 Lakhs
Bank guarantee accepted
Document Fee
1800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
TANGLA → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Singrimari Fis ( From Ch . 1000 M To 2000 . 00M ) Improvement Of Singrimari Fis ( From Ch . 1000 M To 2000 . 00M ) Ls/Mcunder Sopd For The Year 2019-20 Under Tangla Division Irrigation Tangla ( Group No-Ii )
BOQ
| Name of Work: Improvement of Singrimari FIS ( from Ch. 1000 m to 2000.00M ) LS/MCunder SOPD for the year 2019-20 under Tangla Division Irrigation Tangla (Group No-II) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of RCC Canal ( from Ch. 1000 m to 2000.00M ) LS/MC | Sub -Estimate-1 | ||
| 2 | 2 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).\nAll types of soils except soil mixed with gravel and boulders | Item No.-1 | 1180 | CuM |
| 3 | 3 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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). | Item No.-2 | 120 | CuM |
| 4 | 4 | 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 | 2325 | SqM |
| 5 | 5 | 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. | Item No.-4 | 607.32 | Qtl. |
| 6 | 6 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). | Item No.-5 | 4760 | SqM |
| 7 | 7 | 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. | Item No.-6 | 168.75 | CuM |
| 8 | 8 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc.in proportion 1:2:4 (M15) with hard broken stone agg. of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). | Item No.-7 | 713.25 | CuM |
| 9 | 9 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4 | Item No.-8 | 2555 | SqM |
| 10 | 10 | Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10.0 M apart including laying, fitting the compound in proper position, etc. complete as directed. | Item No.-9 | 285.5 | RM |
| 11 | 11 | Construction of Transition Zone (3 Nos) | Sub -Estimate-2 | ||
| 12 | 12 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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). \nAll types of soils except soil mixed with gravel and boulders \n | Item No.-10 | 2.76 | CuM |
| 13 | 13 | Item No. 2 : C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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). \n Total = 0.44 m3 | Item No.-11 | 1.32 | CuM |
| 14 | 14 | Item No. 3 : Soling in foundation and under floor including filling interstices, ramming etc, complete as directed and as specified thickness. | Item No.-12 | 6.54 | CuM |
| 15 | 15 | Item No. 4 : 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. \n | Item No.-13 | 4.86 | Qtl. |
| 16 | 16 | Item No. 5 : Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). \n | Item No.-14 | 29.82 | SqM |
| 17 | 17 | Item No. 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. \n | Item No.-15 | 0.99 | CuM |
| 18 | 18 | Item No. 7 : R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc.in proportion 1:2:4 (M15) with hard broken stone agg. of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). \n | Item No.-16 | 3.93 | CuM |
| 19 | 19 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4 \n | Item No.-17 | 21.75 | SqM |
| 20 | 20 | Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 km including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift complete as directed (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity). \n | Item No.-18 | 23.91 | Cum |
| 21 | 21 | Construction of Cattle Crossing for (9 Nos.) | Sub -Estimate-3 | ||
| 22 | 22 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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 types of soils except soil mixed with gravel and boulders | Item No.-19 | 39.6 | CuM |
| 23 | 23 | C.C 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.-20 | 7.29 | CuM |
| 24 | 24 | 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 curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). | Item No.-21 | 20.7 | SqM |
| 25 | 25 | 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. | Item No.-22 | 20.88 | Qtl. |
| 26 | 26 | Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank With 38 mm thick wood plank \n | Item No.-23 | 213.93 | SqM |
| 27 | 27 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 | Item No.-24 | 109.89 | SqM |
| 28 | 28 | 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). | Item No.-25 | 65.25 | CuM |
| 29 | 29 | Labour Welfare Cess % (Approx Rs. 159,45,290/-) | Item No.-26 | 1 | % |
AI Tender Summary
Tender Timeline
Jan 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 26, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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