Improvement Of Samakuchi Fis Improvement Of Samakuchi Fis Under Sopd For The Year 2019-20 Under Tangla Division ( Irrigation ) Tangla .
Tender Value
1.98 Crore
Estimated cost
Bid Submission
25 Jan 2021
0 days left
EMD
3.96 Lakhs
Bank guarantee accepted
Document Fee
3900
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 Samakuchi Fis Improvement Of Samakuchi Fis Under Sopd For The Year 2019-20 Under Tangla Division ( Irrigation ) Tangla .
BOQ
| Name of Work: Improvement of Samakuchi F.I.S. under S.O.P.D. for the year 2019-20 under Tangla Division(Irrigation) Tangla | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1. Detailed Estimate of Survey | Sub-estimate-1 | ||
| 2 | 2 | Carrying out levelling survey taking long section and cross section at 30 M interval of proposed canal system, afflux bund, approach road and along the stream including chaining, pegging, holding staff, carrying out instrument, clearing jungle etc, complete as directed. | Item No.-1 | 23506.3 | Km |
| 3 | 3 | Supplying wooden peg of different sizes including pointing one end etc, complete as directed. | Item No.-2 | 1167 | No. |
| 4 | 4 | Construction of RCC BM Pillar of size 0.15 M X 0.10 M in proportion 1:2:4 with required einforcement including E/W in excavation, brick soling, centering, shuttering and propping, etc, complete as directed. | Item No.-3 | 3437.3 | No. |
| 5 | 5 | 2. REPAIR AND RENOVATION OF HEAD WORK | Sub-estimate-2 | ||
| 6 | 6 | Dismantling the existing culvert including clearing and removing the dismantled materials to a safe place and stacking the serviceable material at a suitable place | Item No.-4 | 52.5 | CuM |
| 7 | 7 | Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed. | Item No.-5 | 298.5 | CuM |
| 8 | 8 | (i) CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-6 | 9.23 | CuM |
| 9 | 9 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-7 | 59.63 | CuM |
| 10 | 10 | RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary 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.-8 | 47.26 | CuM |
| 11 | 11 | 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.-9 | 41.34 | Qtl. |
| 12 | 12 | 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). | Item No.-10 | 75 | SqM |
| 13 | 13 | Collection of sand gravel (40% sand and 60% 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. | Item No.-11 | 15.75 | CuM |
| 14 | 14 | Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (Quarry = Gitibari =Distance = 25 Km. | Item No.-12 | 15.75 | CuM |
| 15 | 15 | For Subsequent KM (23.54x24)=564.96 | Item No.-13 | 15.75 | CuM |
| 16 | 16 | Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M complete as directed. | Item No.-14 | 15.75 | CuM |
| 17 | 17 | Cost of dewatering in excavation of earthwork by running required no. of pumps including the cost of POL, hire charge, labour charge etc. and handling for a depth of maximum 3.2 M, complete as directed. | Item No.-15 | 298.5 | CuM |
| 18 | 18 | Dewatering of CC works considering 1 no. 10 HP and 1 no. of 5 HP pump including POL, carriage and operator's pay etc. | Item No.-16 | 116.12 | CuM |
| 19 | 19 | Reparing of M.S. Gate | Item No.-17 | 2 | CuM |
| 20 | 20 | 3. SILT CLEARANCE OF C.C. CANAL BED | Sub-estimate-3 | ||
| 21 | 21 | Earthwork in excavation of deposited silt mixed with sand, pebbles, debrises, morums, slushy earth, gravel 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 for further removal by truck carriage including bamboo staircases complete as directed. | Item No.-18 | 1839.91 | CuM |
| 22 | 22 | 4.CONSTRUCTION OF R. C. C. CANAL | Sub-estimate-4 | ||
| 23 | 23 | 15 cm thick RCC Rectangle shaped lining as per designed at canal bed in prop 1:1.5:3 with hard broken stone of 6mm to 20mm size with 10 mm dia \"U\" shape vertical main rod and 10mm dia binder placing at 15cm distance c/c both ways with cross beam (10 cmx15cm) at 2.00 m distance of 4 nos 10 mm dia main rod ,6 mm dia binder(15 cm C/C)and necessary cement plastering of exposed surface of 12 mm thick(1:4) including necessary timber shuttering,ramming,dressing,watering of canal bed preparation to required level by flat brick soiling work over 15 cm thick sand gravel at bed complete as directed. | Item No.-19 | 1400 | SqM |
| 24 | 24 | 5. Re-Sectioning of Earthen main Canal | Sub-estimate-5 | ||
| 25 | 25 | Earthwork in filling in all soils in plinth, 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 including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity). | Item No.-20 | 4527.43 | CuM |
| 26 | 26 | 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 the seat 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. | Item No.-21 | 10564 | CuM |
| 27 | 27 | 6.CLOSING BUNDH AND DIVERSION CHANNEL | Sub-estimate-6 | ||
| 28 | 28 | Earthwork in excavation in diversion / feeder channel to the design section and grade by depositing the spoils in the form of an embankment on either side to the design section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal and free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, bailing out stagnant rain water necessary complete as directed with a lead upto 30 M and lift upto 1.50 M. | Item No.-22 | 675 | CuM |
| 29 | 29 | 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 embankment, 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\nbe made after deduction of 12.50% shrinkage allowance from the gross quantity). | Item No.-23 | 116.1 | CuM |
| 30 | 30 | Construction of whole bamboo single pallasiding with matured jati bamboo post of 6 cm to 7.5 cm dia fixed 15 cm clear apart 1.2 M to 1.5 M above ground and 1 M to 1.20 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied with galvanized wire with 16 G to 18 G with three rows of horizontal half jati bamboo double kamies fixed with 16 G to 18 G, complete as directed. | Item No.-24 | 30 | Rm |
| 31 | 31 | Supply and laying of cement bags filled with sand/earth (as locally available) including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc, all complete as directed. | Item No.-25 | 1250 | No. |
| 32 | 32 | 7. REPAIRRING OF C. C. LINE CANAL | Sub-estimate-7 | ||
| 33 | 33 | 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.-26 | 9.9 | Cum |
| 34 | 34 | 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.-27 | 4.44 | Qtl. |
| 35 | 35 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-28 | 6.6 | Cum |
| 36 | 36 | 12 mm cement plastering including clearing surface and curing, complete as directed. | Item No.-29 | 66 | SqM |
| 37 | 37 | 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 embankment, breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, omplete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity). | Item No.-30 | 1059.9 | Cum |
| 38 | 38 | RE-SECTIONING D/S GUIDE BUNDH AND JUNGLE CLEARANCE | Sub-estimate-8 | ||
| 39 | 39 | 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 embankment, 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). | Item No.-31 | 846 | CuM |
| 40 | 40 | Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. | Item No.-32 | 417.8 | CuM |
| 41 | 41 | BED BARIER | Sub-estimate-9 | ||
| 42 | 42 | 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). | Item No.-33 | 108 | CuM |
| 43 | 43 | (i) CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-34 | 11.25 | CuM |
| 44 | 44 | CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-35 | 63.75 | CuM |
| 45 | 45 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-36 | 50.01 | CuM |
| 46 | 46 | 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.-37 | 21.6 | Qtl |
| 47 | 47 | Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) | Item No.-38 | 143.25 | SqM |
| 48 | 48 | 12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:4 | Item No.-39 | 63 | SqM |
| 49 | 49 | 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\npayment of forest royalty etc, complete as directed. | Item No.-40 | 4.32 | CuM |
| 50 | 50 | Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (Quarry Gitibati distance = 30.00 km) | Item No.-41 | 4.32 | CuM |
| 51 | 51 | For Subsequent KM | Item No.-42 | 4.32 | CuM |
| 52 | 52 | Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed. | Item No.-43 | 4.32 | CuM |
| 53 | 53 | 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.-44 | 150 | CuM |
| 54 | 54 | CONSTRUCTION OF R.C.C. SLAB | Sub-estimate-9.1 | ||
| 55 | 55 | Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, binding with black wire and tying etc., complete as directed. | Item No.-45 | 12.6 | Qtl. |
| 56 | 56 | C. C. work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-46 | 19.2 | CuM |
| 57 | 57 | 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). | Item No.-47 | 154 | SqM |
| 58 | 58 | 4.00 M. BOX TYPE CATTLE CART CROSSING | Sub-estimate-9.2 | ||
| 59 | 59 | 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. In all types of soils (except soil mixed with gravel and boulders) (i) For normal lead of 30 M and lift of 1.50 M | Item No.-48 | 90.36 | CuM |
| 60 | 60 | CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles 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).\n | Item No.-49 | 5.8 | CuM |
| 61 | 61 | Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, binding with black wire and tying etc., complete as directed. | Item No.-50 | 37.52 | Qtl. |
| 62 | 62 | 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). | Item No.-51 | 185.86 | SqM |
| 63 | 63 | 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 necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). | Item No.-52 | 72.9 | CuM |
| 64 | 64 | 12 mm thick cement plastering work including clearing surface curing etc. complete as directed in prop. 1 : 4. | Item No.-53 | 48 | SqM |
| 65 | 65 | 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.-54 | 451.52 | CuM |
| 66 | 66 | 110 MM DIA PVC OUTLET | Sub-estimate-9.3 | ||
| 67 | 67 | 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. In all types of soils (except soil mixed with gravel and boulders) (i) For normal lead of 30 M and lift of 1.50 M | Item No.-55 | 11.4 | CuM |
| 68 | 68 | 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). | Item No.-56 | 82 | SqM |
| 69 | 69 | CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles 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).\n | Item No.-57 | 5.4 | CuM |
| 70 | 70 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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).\n | Item No.-58 | 4.6 | CuM |
| 71 | 71 | Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). | Item No.-59 | 60 | Rm |
| 72 | 72 | 12 mm thick cement plastering work including clearing surface curing etc. complete as directed in prop. 1 : 4 | Item No.-60 | 36 | SqM |
| 73 | 73 | Earth work in back filling of structures with soil obtained from outside borrow pits filling in 15 cm thick layers, ramming, dressing, watering including paying compensation of land if any. (with lead upto 30 m. and lift 1.50 m.) | Item No.-61 | 292 | CuM |
| 74 | 74 | 300 MM DIA HUME PIPE IN-LET | Sub-estimate-9.4 | ||
| 75 | 75 | 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). \nA. In all types of soils (except soil mixed with gravel and boulders) (i) For normal lead of 30 M and lift of 1.50 M | Item No.-62 | 19.68 | CuM |
| 76 | 76 | 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). | Item No.-63 | 25.68 | SqM |
| 77 | 77 | C. C. work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with river shingles 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.-64 | 2.58 | CuM |
| 78 | 78 | C. C. work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles 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.-65 | 5.12 | CuM |
| 79 | 79 | Supplying and carriage of 300 mm dia Hume Pipe including loading unloading from workshope to working site. as directed. | Item No.-66 | 5 | Rm |
| 80 | 80 | 12 mm thick cement plastering work including clearing surface curing etc. complete as directed in prop. 1 : 3. | Item No.-67 | 10.2 | SqM |
| 81 | 81 | Earth work in back filling of structures with soil obtained from outside borrow pits filling in 15 cm thick layers, ramming, dressing, watering including paying compensation of land if any. (with lead upto 30 m. and lift 1.50 m.) | Item No.-68 | 17.16 | CuM |
| 82 | 82 | Add 1% Labour Welfare Cess | Item No.-69 | 1 | % |
AI Tender Summary
Tender Timeline
Jan 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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