Kalajhar Bund Fis ( Construction Of Spillway , Construction Of Diversion Channel , Closing Bund , Approach Road , Rcc Canal , Structures And Operators Shed Kalajhar Bund Fis ( Construction Of Spillway , Construction Of Diversion Channel , Closing
Tender Value
4.88 Crore
Estimated cost
Bid Submission
25 Jan 2021
0 days left
EMD
9.77 Lakhs
Bank guarantee accepted
Document Fee
5000
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
Kalajhar Bund Fis ( Construction Of Spillway , Construction Of Diversion Channel , Closing Bund , Approach Road , Rcc Canal , Structures And Operators Shed Kalajhar Bund Fis ( Construction Of Spillway , Construction Of Diversion Channel , Closing Bund , Approach Road , Rcc Canal , Structures And Operators Shed ) Under Sopd For The Year 2019-20 Under Tangla Division ( Irrigation ) , Tangla
BOQ
| Name of Work: Kalajhar Bund FIS (Construction of Spillway, Construction of Diverstion Channel, Closing Bund, Approach road, RCC Canal, Structures and Operator's Shed etc) under SOPD for the year 2019-20 underTangla Division (Irrigation) Tangla | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Spillway | Sub-Estimate-1 | ||
| 2 | 2 | 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. | Item-1 | 1340.9 | sq.m |
| 3 | 3 | Earthwork in excavation in foundation of structure by Hydraulic Excavator in all soils including mud, silt,sandyclayfromtheriver bed,etc, includingclearing the side, dressing, etc. and removing the earth by loading to dumpers for further carriage to a safe distance, complete as directed. (0.30 CuM bucket) (A) In all types of soils (except soil mixed with gravel and boulders) | Item-2 | 972.04 | CM |
| 4 | 4 | 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. ii) With dewatering. | Item-3 | 2660.78 | CM |
| 5 | 5 | CC work in proportion 1:4:8 in foundation / abutment /piers / wing walls piers / wing walls etc. with hard broken stone 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-4 | 192.15 | SM |
| 6 | 6 | 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-5 | 192.15 | CM |
| 7 | 7 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). | Item-6 | 269.05 | CM |
| 8 | 8 | 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-7 | 269.05 | CM |
| 9 | 9 | RCC work in slab, abutment cap and above abutment, pier cap, pedestals, 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 necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). | Item-8 | 638.65 | CM |
| 10 | 10 | 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-9 | 319.33 | CM |
| 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-10 | 399.57 | Qntl |
| 12 | 12 | Providing weep holes with 50 mm dia GI pipes ofrequired length and depth fitted with vertical non return valve (50 mm) of brass inside including cost of making filter of size 0.6 M x 0.6 M x 0.6 M fitted with graded filter media at back side and covering the back side with MS wire netting in the abutment, face wall wall of Head Work including shuttering for providing space at the time of casting cement concrete including supplying fitting bend, nipple, etc, complete as directed. | Item-11 | 100 | CM |
| 13 | 13 | 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). i) With 19mm thick plyboard. | Item-12 | 2341.78 | CM |
| 14 | 14 | 12 mm cement plastering including clearing surface and curing, complete as directed.(i) in prop 1:3 | Item-13 | 560.8 | sq.m |
| 15 | 15 | 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-14 | 233.5 | CM |
| 16 | 16 | Carriage of boulders, gravels, metal screening, stacking in easurable stacks at site, complete as directed. (Quarry = Gitibari =Distance = 25 Km. | Item-15 | 233.5 | CM |
| 17 | 17 | Labour charge for pitching with one man size boulderincluding 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-16 | 233.5 | CM |
| 18 | 18 | 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-17 | 1782 | CM |
| 19 | 19 | Supply fitting and fixing laying M.S Gate. | Item-18 | 4.05 | sq.m |
| 20 | 20 | 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-19 | 173.73 | CM |
| 21 | 21 | Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (Quarry = Gitibari =Distance = 25 Km. | Item-20 | 173.73 | CM |
| 22 | 22 | 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-21 | 173.73 | CM |
| 23 | 23 | RCC work in slab, abutment cap and above abutment,pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone 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-22 | 49.2 | CM |
| 24 | 24 | Supplying and mixing rapidite in concrete works below ground water level where necessary etc. complete as directed. | Item-23 | 1187.32 | ltr |
| 25 | 25 | Construction of Diversion Channel and Closing bund | Sub-estimate-2 | ||
| 26 | 26 | Earth work in excavation in diversion/Feeder channel to the designed section and grade by depositing the spoils in the form of embankment on either side in layers not exceeding 15cm thick including clearing light jungles,removing trees up to 15cm dia and uprooting roots and stumps etc. from the seat of embankment and canal and free from all vegetation including breaking clods to not more than 10mm cube, ramming dressing, bailing out stagnant rain water where necessary complete as directed..B) In hard soil. ii) Soil mixed with gravel and boulders up to 30mm size. | Item-24 | 681.9 | CM |
| 27 | 27 | Earth work 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 1km including paying compensation of earth obtained from private land if any loading unloading spreading the same in embankment in layers not exceeding 15cm thick including clearing light jungle, removing trees upto 15cm dia and uprooting roots and stumps etc. from the seat of the breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc with all lift complete as directed (Payment will be made after deduction okf 12.50% shrinkage allowance from the gross quantity.) | Item-25 | 80.14 | CM |
| 28 | 28 | Construction of whole Bamboo single pallasiding with maturedd bholuka bamboo post 7.5cm to 10cm dia 5cm apart 1.5m to 1.8m above ground and 1.00m to 1.20m below ground with jati bamboo struts placed 1.2m to 1.5m apart tied with Galvanised wire with 16G to 18G complete with 3rows of horizontal half jati bamboo kamies complete as directed. | Item-26 | 40 | CM |
| 29 | 29 | Supply and laying of cement bags filled with sand/earth ( as locally available ) including stiching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc all complete. | Item-27 | 1429 | CM |
| 30 | 30 | Construction of Approach Road | Sub-estimate-3 | ||
| 31 | 31 | Earth work 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 1km including paying compensation of earth obtained from private land if any loading unloading spreading the same in embankment in layers not exceeding 15cm thick including clearing light jungle, removing trees upto 15cm dia and uprooting roots and stumps etc. from the seat of the breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc with all lift complete as directed (Payment will be made after deduction okf 12.50% shrinkage allowance from the gross quantity.) | Item-29 | 3288 | CM |
| 32 | 32 | Collection and supply of sand gravel (40% sand + 60% gravel) free from dust and dirt and other foreign particles including screening where necessary paying forest royalty and loading unloading and stacking in measurable stacks at site complete as directed. | Item-30 | 324 | CM |
| 33 | 33 | Labour charge for spreading of hard river shingles/sand gravel to the required thickness over approach subway etc 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-31 | 324 | CM |
| 34 | 34 | Construction of RCC Canal (0m to 1020m) | Sub-estimate-4 | ||
| 35 | 35 | 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). All types of soils except soil mixed with gravel and boulders | Item-32 | 1380.6 | CM |
| 36 | 36 | 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-33 | 122.4 | CM |
| 37 | 37 | Soling in foundation and under floor including filling interstices, ramming etc, complete as directed and as specified thickness. 10 cm broken stone (13 mm to 38 mm). | Item-34 | 1332 | sq.m |
| 38 | 38 | 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-35 | 519.21 | CM |
| 39 | 39 | 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).(with 38 mm thick plank) | Item-36 | 5514 | sq.m |
| 40 | 40 | 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-37 | 199.8 | CM |
| 41 | 41 | 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-38 | 819.9 | CM |
| 42 | 42 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4 | Item-39 | 3018 | sq.m |
| 43 | 43 | 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-40 | 352.8 | sq.m |
| 44 | 44 | Construction of 150mm dia HP Outlet (40Nos.) | Sub-Estimate-5 | ||
| 45 | 45 | 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). | Item-41 | 144 | CM |
| 46 | 46 | 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-42 | 42.8 | CM |
| 47 | 47 | Supply and carriage of 150mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete. (Hume pipe) | Item-43 | 80 | No |
| 48 | 48 | Supply and carriage of 150mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete. (Collar) | Item-44 | 40 | No |
| 49 | 49 | Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. | Item-45 | 160 | RM |
| 50 | 50 | 12 mm thick cement plastering including clearing surface and curing complete as directed in prop. 1:4. | Item-46 | 196.4 | sq.m |
| 51 | 51 | 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-47 | 100 | CM |
| 52 | 52 | Providing iron gate with chain and lock. (L/S amount) | Item-48 | 40 | CM |
| 53 | 53 | Construction of Cattle crossing (8Nos.) | Sub-Estimate-6 | ||
| 54 | 54 | 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). All types of soils except soil mixed with gravel and boulders For normal lead 30m and lift of 1.50m | Item-49 | 35.2 | CM |
| 55 | 55 | 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-50 | 6.48 | CM |
| 56 | 56 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 (M20) with hardbroken stone of size 6mm to 20mm 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-51 | 18.4 | No |
| 57 | 57 | 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-52 | 18.56 | Qntl |
| 58 | 58 | 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 \n | Item-53 | 190.16 | RM |
| 59 | 59 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 | Item-54 | 97.68 | sq.m |
| 60 | 60 | 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-55 | 58 | CM |
| 61 | 61 | Construction of cattle and Cart crossing (6 Nos.) | Sub-Estimate-7 | ||
| 62 | 62 | 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). All types of soils except soil mixed with gravel and boulders For normal lead 30m and lift of 1.50m | Item-56 | 99.36 | CM |
| 63 | 63 | 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-57 | 21.36 | CM |
| 64 | 64 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 (M20) with hardbroken stone of size 6mm to 20mm 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-58 | 191.88 | No |
| 65 | 65 | 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-59 | 120.96 | Qntl |
| 66 | 66 | 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 \n | Item-60 | 562.44 | RM |
| 67 | 67 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 | Item-61 | 196.44 | sq.m |
| 68 | 68 | 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-62 | 855 | CM |
| 69 | 69 | Construction of road crossing Box culvert (3 Nos.) | Sub-Estimate-8 | ||
| 70 | 70 | Earthwork in excavation in Irrigation Canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stamps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M complete as directed. B) Hard soil i) Soil with gravel or morum up to 50mm size. | Item-63 | 370.14 | CM |
| 71 | 71 | Collection and supply of hard river gravel of size 13 mm to 38 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed. | Item-64 | 11.25 | CM |
| 72 | 72 | Collection and supply 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-65 | 57.39 | CM |
| 73 | 73 | 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-66 | 68.61 | CM |
| 74 | 74 | 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-67 | 117.15 | RM |
| 75 | 75 | 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-68 | 54.96 | Qntl |
| 76 | 76 | 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.) | Item-69 | 425.88 | sq.m |
| 77 | 77 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 (M20) with hard broken stone of size 6mm to 20mm 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-70 | 49.95 | CM |
| 78 | 78 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4 | Item-71 | 103.5 | sq.m |
| 79 | 79 | 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). | Item-72 | 1167.18 | sq.m |
| 80 | 80 | 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-73 | 137.88 | sq.m |
| 81 | 81 | Construction of operator shed | Sub-Estimate-9 | ||
| 82 | 82 | Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling , dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level (a) In ordinary soil | Item-74 | 16.17 | CM |
| 83 | 83 | Providing brick soling in foundation and under floor with stone / best quality picked jhama bricks, sand packed and laid to level and in panel after preparing the sub grade as directed including all labour and materials, and if necessary dewatering, complete. (a) Brick on flat soling | Item-75 | 77.57 | sq.m |
| 84 | 84 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing, steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete ( shuttering where necessary shall be measured and paid separately). (a) In prop 1 : 3 : 6 (1 cement: 3 coarse sand: 6 coarse aggregate by volume) | Item-76 | 0.51 | CM |
| 85 | 85 | Providing and laying plain/ reinforced cement concrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using mixture machine (A) In substructure up to plinth level. Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. | Item-77 | 4.03 | CM |
| 86 | 86 | Providing and laying plain/ reinforced cement concrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using mixture machine (B) In superstructure (ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing) including preparing the top surface and finishing of nosing. (i) In super structure from plinth level to first floor level | Item-78 | 2.91 | CM |
| 87 | 87 | Earth/sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified. Including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. With silt (predominantly non plastic) by truck carriage including loading and unloading. | Item-79 | 15.59 | CM |
| 88 | 88 | 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. | Item-80 | 59.4 | CM |
| 89 | 89 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc, height of propping and centering below supportion floor to ceiling not exceeding 4.0m. and removal of the same for in-situ reinforced concrete and plain concrete work in: 1 .Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. Using 25mm thick plank | Item-81 | 18.12 | sq.m |
| 90 | 90 | 2. Sides of tie beams, plinth beams, grade beams etc. at or below plinth level Using 25mm thick plank | Item-82 | 20.1 | sq.m |
| 91 | 91 | 3. Columns, pillars, posts & strut (a) Square, Rectangular, Polygonal in plan or anyshape like Tee/L etc. having plan vertical face Using 25mm thick plank | Item-83 | 30.84 | sq.m |
| 92 | 92 | 4. Sides and soffits of beam, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M Using 25mm thick plank | Item-84 | 14.4 | sq.m |
| 93 | 93 | 5. Flat surfaces such as soffits of suspended floors, roofs, landings, cantilevers slabs, chajjas, balconies and the like. (a) Floors etc. up to 200mm in thickness Using 25mm thick plank | Item-85 | 9.38 | sq.m |
| 94 | 94 | Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary , and curing complete as directed in sub-structure upto plinth level .(a) In proportion 1:4 | Item-86 | 2.99 | CM |
| 95 | 95 | Providing and laying 25 mm thick damp proof course with cement concrete in prop. 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc complete as directed. | Item-87 | 10.05 | CM |
| 96 | 96 | 112 mm thick 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S. rod / Tor steel of column to be embedded in cement mortar and will be measured and paid seperately) (a) In cement mortar proportion 1:4 | Item-88 | 82.47 | CM |
| 97 | 97 | Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in positioning contact with C.C or brick masonry walls including supplying, fitting and fixing with M.S. hold fast (40mm × 3mm × 250 mm) as per design and embedded in cement concrete block in prop 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. | Item-89 | 0.52 | CM |
| 98 | 98 | Providing, fitting and fixing full panelled doors/windows including oxidized iron butt hinges (100mm × 75mm × 3.55mm) with with necessary screws (other fittings to be measured and paid separately). With 1st class local wood (Hollock / Bola / Bonsum) 35mm thick | Item-90 | 1.72 | sq.m |
| 99 | 99 | Providing fitting and fixing fully glazed window with sash bars including oxidized MS butt hinges ( 75mm x 60mm x 3.15mm) two numbers on each leaf and 3 numbers on single leaf ( glass panes to be measured and paid separately) With Gamari wood 35 mm thick | Item-91 | 8.03 | sq.m |
| 100 | 100 | Providing and fixing clear sheet glass beded in putty and fixed with / without wooden beadings including necessary cutting of glass to required sizes (payment for wooden beads shall be made separately).Area of glass panes exceeding 0.15 m2 but not exceeding 0.52 m2 4.00mm thick | Item-92 | 11.55 | sq.m |
| 101 | 101 | Providing barge board of size 200mm x 20mm with 1st class local Hollock / Bonsum timber including fitting and fixing with necessary wood screws etc. complete. | Item-93 | 43.1 | m |
| 102 | 102 | Providing fitting and fixing M.S. grill of required pattern for windows/ clerestory windows / opening width M.S. flats at required spacing in frame all round , square or round M.S. bars with round headed bolts and nuts or screws. | Item-94 | 121.44 | kg |
| 103 | 103 | Providing wood work in frame of false ceiling, partitions etc. sawn, wrought, framed hoisted and fixed in position with spikes, nails, M.S. flat, angle / cleats with bolt and nuts complete including kiricide oiling two coats to unexposed surfaces of the timber ( M.S. flats, angle, cleats and bolt and nuts required for flat, angle cleats wherever necessary shall be measured and paid separately). | Item-95 | 0.53 | CM |
| 104 | 104 | Providing, fitting and fixing A.C. building board in ceiling with necessary nails, wood screws including 1st class local wood 50mm x 12mm (hollock / bonsum / sundi) beading including painting two coats to timber beads complete as directed (ceiling joist to be measured and paid separately). (A) 4 mm thick | Item-96 | 55.76 | sq.m |
| 105 | 105 | 15mm thick cement plaster in single coat on rough side of single or half brick was for exterior plastering including arises, internal rounded angles not exceeding 80mm in girth and finish even and smooth including curing complete as directed. (a) In cement mortar 1:4 | Item-97 | 178.98 | sq.m |
| 106 | 106 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C work/ R.B. waling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete ISI approved super ductile TMT Bar . | Item-98 | 5.48 | Qntl |
| 107 | 107 | Providing, fitting , hoisting and fixing of roof trusses including purlins fabricated out of MS black tube conforming to relevant IS code , as per approved design and drawing including providing MS cleats, base plate, bolts, nuts and one coat of red oxide zinc chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joist as per design and drawing as directed. | Item-99 | 8.41 | CM |
| 108 | 108 | Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately). (a) 0.63 mm thick | Item-100 | 66.33 | sq.m |
| 109 | 109 | Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing necessary galvd screws/washers etc. complete as directed. | Item-101 | 10.05 | m |
| 110 | 110 | Supplying,fitting ,fixing anodized aluminium fittings of approved make , reasonably smooth, free from sharp edges and corners , flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc complete (anodized to bright natural matt and satin finished ) (a) Tower bolt for door (i) 200mm x 12 mm | Item-102 | 2 | no |
| 111 | 111 | (b) Tower bolt for window (i) 100mm x 10 mm | Item-103 | 14 | no |
| 112 | 112 | (c ) Door handles (i) 100mm | Item-104 | 2 | no |
| 113 | 113 | (c ) Door handles (i) 150mm | Item-105 | 14 | no |
| 114 | 114 | Wall painting (two coats) with acrylic emulsion paint approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) on new surface to give an even shade after throughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. (a).Acrylic Emulsion Paint approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) | Item-106 | 178.98 | sq.m |
| 115 | 115 | Applying priming coat over new wood and wood based surfaces over 100 mm in girth/width after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting (a) With ready mixed paint ,wood primer (white).. | Item-107 | 16.28 | sq.m |
| 116 | 116 | Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture to give an even shade including cleaning the surface of all dirt, dust and other foreign matters sand papering and stopping . (i) Surfaces over 100mm in width or girth (i) General purpose (Asian paints/ICI paints/ J & N paints /Nerolac) | Item-108 | 16.28 | sq.m |
| 117 | 117 | Applying priming coat over new steel and other metal surfaces over 100 mm in width or girth after preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. a) With ready mixed \"red-lead / red oxide\" primer. | Item-109 | 10.12 | sq.m |
| 118 | 118 | Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ICI paint/ J&N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (i) Surfaces over 100mm in width or girth (a) General purpose (Asian paint/ Berger paint/ICI paint/ J&N paint/ Nerolac). | Item-110 | 10.12 | sq.m |
| 119 | 119 | Labour Cess (Apprx tender Value - Rs. 483,84,284.09) | Item-111 | 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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