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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAccepted-AOC BTC KOKRAJHAR ASSAM | ₹6.4 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | Rejected-Technical BHATARMARI CITY TOWN SIDLI P O SIDLI P S SIDLI DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | - | - | Rejected-Technical documents not found in order |
| 3 | Rejected-Technical P O P S UDALGURI WARD NO 2 DIST UDALGURI BTC ASSAM | UDALGURI | ASSAM | 784113 | - | - | Rejected-Technical documents not found in order |
Tender Value
₹6.4 Cr
EMD Value
₹12.8 L
Closing Date
27 Feb 2023, 12:00 pmClosed
CHD, Irrigation, BTC
CHD, Irrigation, BTC, Kokrajhar
Gandagageb FIS at Serfanguri Village under PMKSY-HKKP (BTC) for the year 2021-22
2023_BoTC_28981_1
CHDI/ ET/2022-23/7
Open Tender
Civil Works
Works
365 days
Sidli
Please refer Tender documents.
3 documents required · 3 mandatory
₹13,000
₹12.8 L
Yes
27 Apr 2023
23 Jan 2023
27 Feb 2023
23 Jan 2023
27 Feb 2023
23 Jan 2023
Amount
Diversion Head Channel & Cofferdam .
Earth work in excavation of diversion/ feeder channel to the design section and grade by depositing the spoils in the form of embankment on either side to the design section and grade in layers not exceeding 15cm thick including clearing light jungles and trees up to 15cm dia uprooting roots and stumps from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube dressing, ramming, bailing out stagnant rain water where necessary complete as directed with lead up to 30m and lift up to 1.5m
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.
Providing Cofferdam for closing the draiage to divert the drainage water through the diversion channel.
(b) Analysis for Hire charge of 5 HP pumps
(a) Analysis for Hire charge of 10 HP pumps
Construction of Head Works
Cutting light jungles and trees up to 10cm girth including uprooting roots and stumps and ramming the same from the site of work etc. complete as directed. (ii) Medium jungles
Preparing / making level the ground surface for layout of Headwork / structures for fixing the required axis line by cutting the high land and filling and levelling the low land where necessary etc, complete as directed.
Earthwork in excavation of foundation of Headwork in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head lead to a safe distance from the working place & depositing required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 cm cube with compensation all complete as directed at site (including bailing out stagnant rain water where necessary). A) All types of soils except soil mixed with gravel and boulder (for normal lead of 30 m & lift of 1.50 m)
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry @ 25 Km
Concrete work in proportion 1: 4: 8 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Collection and supply of one man size 23cm to 30cm collected manually from quarry rocks; stacking at quarry site including payment and forest royalties etc. complete as directed.
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (A) Hard river broken stone 6 mm to 20 mm size (i)Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering column , pier etc (Fitting and dismantling)
Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift up to 3.00 m Complete as directed.
Supply of Z-type Sheet Pile of effective width 0.69 M, thickness 8 mm and average weight 68.30 Kg/M including loading and unloading.
Carriage of Z type sheet piles from departmental Godown (Kokrajhar) to work site including loading unloading and stacking at suitable safe place.
Cost of pile structure and other materials required in driving of sheet piles.
Painting of imported Z type sheet piles with anti – corrosive bituminous
Labour for placing in position of imported Z – type sheet piles including cutting to proper size and making holes etc. and driving it to the specified level and lines including painting sheet piles with two coats of anti – corrosive paints (piles to be embedded shall not be painted) including carriage from Departmental Godown complete as directed.
Supplying, fitting, fixing of steel gate of cross & Head Regulator as per design & drawing & specification including supplying of steel beams, channel section, Rubber seal etc including all materials embedded partly where necessary & manually operated chorister equip mints including carriage of all materials to work site complete.
Supplying and laying of filter bajries in the gaps between the cement concrete protection block complete as directed. (6 mm to 20 mm size aggregates.Considering average distance from quarry to the work site = 25.00 Km)
Supplying of quick setting concrete admixture of specified brand including loading and unloading, carriage to the work site, complete as directed.
12mm thick cement plastering including clearing surfaces and curing etc. complete as directed. i) In Prop. 1:3
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.
Construction Head Regulator
Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry @ 25 Km
Collection and supply of one man size 23cm to 30cm collected manually from quarry rocks; stacking at quarry site including payment and forest royalties etc. complete as directed.
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (A) Hard river broken stone 6 mm to 20 mm size (i)Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering column , pier etc (Fitting and dismantling)
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering Slab (Fitting and dismantling)
Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift up to 3.00 m Complete as directed.
12mm thick cement plastering including clearing surfaces and curing etc. complete as directed.
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.
Supplying, fitting, fixing of steel gate of cross & Head Regulator as per design & drawing & specification including supplying of steel beams, channel section, Rubber seal etc including all materials embedded partly where necessary & manually operated chorister equip mints including carriage of all materials to work site complete.
Construction of Afflux Bund at U/S (250 m)
Earth work in filling in marginal bund/ Guide bund/ Afflux bund/ Canal embankment etc. in 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 jungles, removing trees up to 15cm dia and uprooting roots and stumps from the seat of the embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, dressing, watering and roughening the seat of the embankment before throwing earth, profiling etc., paying compensation of earth borrowed from private land or forest land if any, lead up to 30m and lift up to 1.5m, complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry @ 25 Km
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Plum concrete work in 40% plum hard boulder 15cm to 23cm size and filling the interstices with 60% of C.C. in prop. 1:3:6 of 13 mm to 38 mm aggregate including shuttering, curing etc. complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (Av. Quarry distance = 25 KM) A) With River boulder and with River singles. (i)Without shuttering & without Dewatering
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.
Construction of Approach Road
Earth work in filling in marginal bund/ Guide bund/ Afflux bund/ Canal embankment etc. in 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 jungles, removing trees up to 15cm dia and uprooting roots and stumps from the seat of the embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, dressing, watering and roughening the seat of the embankment before throwing earth, profiling etc., paying compensation of earth borrowed from private land or forest land if any, lead up to 30m and lift up to 1.5m, complete as directed.
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.)
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Construction of Slab Culvert (10 Nos)
Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Cement Concrete work in proportion 1: 2: 4 with aggregate of size 6mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (A) Hard river broken stone 6 mm to 20 mm size (i)Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering column , pier etc (Fitting and dismantling)
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering Slab (Fitting and dismantling)
12mm thick cement plastering including clearing surfaces and curing etc. complete as directed.
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.
Construction of RCC Main Canal
Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry @ 25 Km
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Cement Concrete work in proportion 1: 2: 4 with aggregate of size 6mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering column , pier etc (Fitting and dismantling)
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.
Construction of RCC Branch Canal
Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed. B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) B.(i)Hard soil (Soil mixed with gravel or morum up to 50mm size)
Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.
Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.
Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed
Cement Concrete work in proportion 1: 2: 4 with aggregate of size 6mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) A) River Singles (i)Without shuttering & without Dewatering
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber) (a) Shuttering column , pier etc (Fitting and dismantling)
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.
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