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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.7 CrRejected-Finance BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹1.7 Cr | L1 | Rejected-Finance Not admitted |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
25 Jul 2023, 2:00 pmClosed
Chief Engineer Irrigation Department, Assam
O_O the CEI Assam Chandmari Ghy_03
Resectioning of Canal system, Constn of Distributary Head Regulator 1 unit, Constn of Cattle Cart crossing Culvert 4 Units, Constn of Cattle crossing 5Nos, Bed Barrier 4 Nos, RCC precast Slab 4 Nos, PVC canal outlets 14 Nos, etc
2023_ID_31591_2
18_SOPD_2023_24 Dt_03_07_2023
Open Tender
Civil Works
Item Rate
180 days
Tangla
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,000
₹3.8 L
Yes
20 Sept 2023
10 Jul 2023
26 Jul 2023
10 Jul 2023
25 Jul 2023
11 Jul 2023
Amount
Re-sectioning of canal system
Item No.1: Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.
Item No.2: Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 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).
Construction of distributary head regulator at Ch.1300.00m of Khatowalpara FIS ( 1 Unit)
ITEM NO.1:-Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.
ITEM NO.2 :- Earthwork in excavation in foundation of canal structures in all types of soil as per design and drawing including dressing the foundation, shoring et.c removing the surplus spoil by head lead to a safe distance from the working place and depositing required spoils in uniform layer dressing, watering, breaking clods to not more than 10 mm cube with compaction as directed at site (including bailing out stagnant water where necessary) A) All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m) i) Without dewatering:-
ii) With dewatering:-
ITEM NO.3 :- C.C. work in prop 1 : 3 : 6 with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials including rodding / vibrating, bailing out of water where necessary & curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site) (machine mixed), River Shingles i) With shuttering & with dewatering.
iI) With shuttering & without dewatering.
iii) Without shuttering with de-watering:-
ITEM NO.4:-Supplying, fitting, fixing and laying of M.S rod/Tor steel of all sizes in position as per design and drawing as required including cutting, cranking and making hook with necessary lappage and tying with black wire complete as directed including cost of all materials. a) Tor steel of all sizes, 12 mm dia bars @ 15 cm c/c both ways, 16 mm dia bars, 10 mm dia bars, 6 mm dia bars for stirrups @ 15 cm c/c:-
ITEM NO.5:- R.C.C work in prop.1:2:4 with aggregate of size 6 mm to 20 mm free from dust, dirt and other foreign materials with proper reinforcement as per design and drawing including rodding / vibrating, curing etc. with bailing out water where necessary complete as directed. (Payment of reinforcement will be made separately) a) River shingles with shuttering and with dewatering:-
b) River shingles with shuttering and without dewatering:-
ITEM NO.6:- Collection and supply of one man size hard river boulder (size 25 cm to 30 cm) including loading, unloading and stacking in measurable stacks at site not more than 1.00 m height including paying the forest royalty, sales tax etc. including local carriage to work site etc. complete as directed. (Distance from quarry to the work site site= 25 km)
ITEM NO.7:- Labour charge for pitching with one man size boulder including ramming and dressing the site to proper and slope pitching etc. with local carriage of boulder from a distance of 50m with lift up to 3.00 m complete as directed.
ITEM NO.8:- Supplying and laying of filter materials consisting of and and river shingles free from dust and dirt and other foreign materials & laying in three layers in position as per drawing and specification as directed by the department. Below and between the gaps of C.C block protection:-
ITEM NO.9:-Supply, fabrication and installation of MS shutter made from 6mm MS plate with vertical shiffteners and horizontal girders of ISMC 100/IAMC 125/ ISMC 150/ ISA 7575 as per original design conforming to following specifications along with peripheral frames with good workmanship. The job provides for necessary drilled holesof 8mm dia at uniform intervals for MS flat & 125 mm rubber seal, 40mm/50mm/63mm dia MS screw shaft, MS bracket & CI roller for sliding provision as per drawing & as directed by the department and subsequent installation of the same in the guide channel pairs in accurate alignment and balancing with appropiate mechanism as per design & site condition. (A) ISMC 100/ 125/ 150 Head regulator, Cross regulator,
ITEM NO.10:- 12 mm thick cement plastering including clearing the surface and curing etc complete as directed. (Prop 1:3).
ITEM NO.11:- Earth Work in back filling of structure with earth obtaining from outside borrow pits filling with 15 cm layer ramming, dressing and compaction and watering including paying compensation of land if any ( with lead up to 30 m & lift 1.50 m )
ITEM NO.12:- E/W in filling in marginal bund, guide bund, afflux bund, canal embankment etc to the designed section & grade by obtaining earth from outside borrow pits & filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees up to 15 cm dia and uprooting roots and stumps from the seat of embankment & borrow pit area, breaking clods to not more than 10 mm cube, ramming, watering, dressing and roughening the seatof embankment profilling 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).
Construction of Cattle & Cart Crossing Culvert (Qnty for 4 Nos.)
Item No. 1: Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary). All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m)
Item No. 2 : 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. 3 : 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.
Item No. 4 : 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. 5: 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 6.: 12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:4
Item No. 7: 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).
Construction of Cattle Crossing (Qnty for 5 Nos.)
Item No. 1 : 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. 2 : 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). Abutment foundation
Item No. 3 : 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). i) For abutment wall
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. i) 10mm dia bars ii) 12mm dia bars
Item No. 5 : 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
Item No. 6 : 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 Abutment wall Slab
Item No. 7 : 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).
CONSTRCUTION OF BED BARRIER (Qnty for 4 Nos.)
Item No.1 :- 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 ordinary Soil
Item No.2 :- (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). i) A/ wall foundation
Item No.3 : - 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.4 :- 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.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. A) 12 mm dia Bar A) 8 mm dia Bar
Item No.6 :- 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.) (ii) With 38 mm thick wood plank
Item No.7 :- 12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:4
Item No.8 :- 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 payment of forest royalty etc, complete as directed.
Item No.9 :- Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (Quarry Gitibati distance = 30.00 km) For 1st Km
For Subsiquent Km (30 Km)
Item No.10 :- 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.11 :- 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).
Construction of RCC precast slab (Qnty for 4 Nos.)
Item No.1 :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.
Item No.2 :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.3 :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).
CONSTRUCTION OF 110 MM DIA PVC OUTLET (Qnty for 14 Nos.)
Item No. 1 : 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. 2 : 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. 3 : 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. 4 : 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. 5 : 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. 6 : 12 mm thick cement plastering work including clearing surface curing etc. complete as directed in prop. 1 : 4
Item No. 7 : 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.)
Strengthening of Afflux & Guide bund ( 1 Unit)
Item No. 1 :- Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 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). Afflux bundh Guide bundh
Item No. 2 :- 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. (ii) With river boulder
Repairing of Head and Cross regulator gates ( 1 Unit)
Item No.1 :Supply, fabrication and installation of MS shutter made from 6mm MS plate with vertical shiffteners and horizontal girders of ISMC 100/IAMC 125/ ISMC 150/ ISA 7575 as per original design conforming to following specifications along with peripheral frames with good workmanship. The job provides for necessary drilled holesof 8mm dia at uniform intervals for MS flat & 125 mm rubber seal, 40mm/50mm/63mm dia MS screw shaft, MS bracket & CI roller for sliding provision as per drawing & as directed by the department and subsequent installation of the same in the guide channel pairs in accurate alignment and balancing with appropiate mechanism as per design & site condition. (A) ISMC 100/ 125/ 150
Item No.2 :Supplying, fitting , fixing of best quality "J" type rubber seal as per IS: 11855 :1986 of following sizes duly bolted to the shutter as per in line hole sizex of the shutter with the help of MS flat of 25 mm x 6 mmm size. (b) 75 mm
Item No.3 Supply, fitting, fixing of MS screw shaft of 50mm nominal dia of @ TPI, suare threaded of following lenths with a adrilled hole of 13 mm dia (incorporating standard tolerance) at the bottom non threaded portion to the MS bracket provided at the shutter with the help of lock pin as per required and as directed. (i) 3.00 m long...
Item No.4 :Supply, fitting, fixing of square base plate of size 600mm x 600mm x 10mm with central circular hole, on the cross channels of the platform assembly as directed for erecting the tool post and distribution of axial load.
Item No.5 :Providing of HD thrust bearing for screw shaft of following diameter with precession placing on the recess of the bearing plate, followed with sufficient greasing as directed for (i) 40mm dia screw shaft
Item No 6 :Providing CC counter weight with handle of approx 2 x 50kg on the specified MS hanger and properly tagged as directed.
Item No.7 :Providing steel wire rope of 16mm dia cross lay as per IS 2266:2002 passing over the double pulleys for hanging counter weight with the help of suitable hanger & galvanized "U" bolt of required size at one end and fastening the other end at the shutter hook as directed withproper static balancing of the system.
Item No.8 :Painting of exposed iron structure complete by one coat of red oxide metal primer, followed by two coats of synthetic enamel paints of different colour shades of ruputed brand with proper prior removing rust and foreign materials by steel wire brush as directed.
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