Assam Industrial Infrastructure Development Copr-AIIDC has published Setting Up Of New Micro Industrial Estate At Jagiroad Dist Morigaon Assam. Submission Date for this Tender is 23-07-2021. Civil Work Tenders in Industrial estate Jagiroad Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 19-Jun-2021 | Time Extension | Date | 30-06-2021 |
| 2 | 29-Jun-2021 | CORRIGENDUM | Date | 09-07-2021 |
| 3 | 08-Jul-2021 | Extension of tender | Date | 23-07-2021 |
| Sl. No. | Item Description |
| 1 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately |
| 2 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a)from private land |
| 3 | Granular Sub-Base with well graded material(Table 400-1) (B) By Mix in Place Method Construction of Granular Sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator with OMC and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401(Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) For Grading I Material |
| 4 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600:1, cement concrete not to be less than 150 kg/cum, optimum moisture content to be determined during the trial length construction, concrete strength no to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller(finishing & curing). (Including carriage of mixed materials upto 10.0 Km initial lead from mixing plant) |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed with Recron 3s fibre of reliance Industries Ltd. or its equivalent @ 0.125 kg per bag of cement mixed in a batching & mixing plant as per approved mixed design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, sealant joint, debonding strips dowel bar, tie rod, admixture as approved, curing compound, finishing to lines and grades as per drawing. (Including carriage of mixed materials upto 10.0 km initial lead from mixing plant) as directed by the Department complete at all levels. |
| 6 | BOUNDARY WALL AND GATE- Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, 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 |
| 7 | Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the sub grade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 8 | 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 1cement: 3 sand :6 coarse aggregate by volume |
| 9 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling 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. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) b)Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works, retaining wall, boundary wall etc) |
| 10 | 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 supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: 3.1.1.1:Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank |
| 11 | 3.1.1.2:Sides of tie beams, grade beams etc. at or below ground level. b) Using 25mm thick plank |
| 12 | 3.1.1.3:Columns, Pillars, Posts & Strut b) Using 25mm thick plank |
| 13 | Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm downgraded 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 Mixer Machine(A) In substructure up to plinth level (A) 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. N) Without using admixture, plasticizer b) M20 grade concrete or Prop. 1:1.5:3 |
| 14 | (B)In super structure from plinth level up to 1st floor level. 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. N) Without using admixture, plasticizer b) M20 grade concrete or Prop. 1:1.5:3 |
| 15 | Brick work in cement mortar with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure up to plinth level including dewatering if necessary (a) In proportion 1:3. |
| 16 | 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 embeded in cement mortar and will be measured and paidseparately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand) |
| 17 | 20 mm thick Cement plaster in two coats on single or half brickwalls for interior plastering up to 1st floor level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed. B) On fair side (backing coat 10 mm and finishing coat 10mm thick) a) In cement mortar 1:3 |
| 18 | Providing two coats of Birla White Wall Care Putty (Water Resistant White Cement based putty for concrete/ mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department. (Total thickness of two coats is maximum 1.5mm) (for Gate only) |
| 19 | Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth |
| 20 | Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) |
| 21 | Supplying fitting and fixing M.S. angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed. MS Angle |
| 22 | Applying primary coat over new steel and other metal surface over 100m 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. |
| 23 | 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 |
| 24 | DRAIN & CULVERT - Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, 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. (b)In hard soil |
| 25 | Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete. (a).Brick on flat soling. |
| 26 | 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 1cement: 3 sand :6 coarse aggregate by volume |
| 27 | Providing and laying plain/reinforced cement croncrete works cement, 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) (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. (A)M20 grade concrete or Prop. 1:1.5:3 |
| 28 | 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 supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work. |
| 29 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling 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. b)Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc |
| 30 | R.C.C Over Head water tank - Earth work in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. – A) Up to a depth of 2.00 m below the existing G.L. in odinary soil |
| 31 | Extra over item no.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m |
| 32 | Plain cement concrete works with coarse aggregate (a) In prop. 1:3: 6 |
| 33 | Providing and laying plain/reinforced cement concrete work - I) Using mixture machine A) In sub-structure Foundations, footings, columns with base tie and plinth beam, ---- (c) M 25 grade concrete |
| 34 | (B) Super-structure ii) Columns, pillars, posts, struts, roof, landing,lintel, -- (c) M 25 grade concrete Up to first floor level |
| 35 | First floor to second floor level |
| 36 | Second floor to third floor level |
| 37 | Third floor to fourth floor level |
| 38 | Extra for using plasticizer in concrete c) M25 grade concrete |
| 39 | Providing form work of ordinary timber planking ----- Foundation, footing, base of columns, -- ) Using 38 mm thick plank |
| 40 | Sides of tie beams, plinth beams, grade beams etc. - i) Using 38 mm thick plank |
| 41 | Up to first floor level - Columns, pillars , a) Square, Rectangular, i) Using 38 mm thick plank |
| 42 | Sides and soffits of beam a) For depth not exceeding 1.0M ) Using 38 mm thick plank |
| 43 | first floor to 2nd floor- Columns, pillars , a) Square, Rectangular, i) Using 38 mm thick plank |
| 44 | Sides and soffits of beam a) For depth not exceeding 1.0M ) Using 38 mm thick plank |
| 45 | 2nd floor 3rd floor - Columns, pillars , a) Square, Rectangular, i) Using 38 mm thick plank |
| 46 | Sides and soffits of beam a) For depth not exceeding 1.0M ) Using 38 mm thick plank |
| 47 | Third floor to fourth floor level Sides and soffits of beam a) For depth not exceeding 1.0M i) Using 38 mm thick plank |
| 48 | Flat Surfaces (i) Using 38mm thick plank |
| 49 | Sloping surfaces (i) Using 38mm thick plank |
| 50 | Vertical surface |
| 51 | Dome ---(i) Using 38mm thick plank |
| 52 | Providing scaffolding using L&T- Doka access scaffold system |
| 53 | Providing bricksoling in foundation and under floor with stone/ best quality picked jhama bricks a)Brick on flat soling |
| 54 | 15 mm thick Cement plaster B) On fair side b) In cement mortar 1:4 |
| 55 | Applying one coat of cement primer of approved brand and manufacture |
| 56 | Finishing wall with water proofing cement paint of approvedbrand |
| 57 | Supplying, fitting and fixing in position reinforcement bars a) TMT Corrosion resistant steel (CRS) reinforcement bar I) TATA/ SAIL Up to 1st floor level |
| 58 | Floor 1st to 2nd floor level |
| 59 | Floor 2nd to 3rd floor level |
| 60 | Floor 3rd to 4th floor level |
| 61 | Steel work welded in built up sections, framed work including cutting, hoisting and fixing in positions as directed |
| 62 | Supplying, mixing, laying and applying the following water proofing systems |
| 63 | Preparing the RCC surface in roof slab, chajjas, terraces, sunken slabs, septic tank, OH tank, etc. complete |
| 64 | Providing Grouting in R.C.C. |
| 65 | Providingfitting and fixing 450mm dia. 90mm thick C.I. Man hole cover and frame of 38 Kg. weight complete as directed and specified |
| 66 | Supplying fitting and fixing Pipes A) G.I. pipe with GI fittings a) TATA / SAIL (Medium) 100mm diameter |
| 67 | 150mm diameter |
| 68 | Installation of Deep Tube Well- Labour for test boring with 40mm (internal) dia G.I. pipes including keeping surplus of earth and every 2.00m after first 3.00 m depth and delivering the same innerest P.W.D. camp in the small tin container (Container, scaffolding, tools etc.will have to be arranged by the contractor at his own cost) |
| 69 | Preparation of site for placement of the drilling rig including excavation of mudpit ,circulation drain, collection chamber etc all complete as directed. |
| 70 | Movement of rig of the drilling site including cost of POL all complete as directed. |
| 71 | Transportation of all ancillary equipments,camp materials,welding set, rig accessories etc including cost of POL all complete as directed . b) Beyond 100 m |
| 72 | Transportation of all store materials like pipes, strainer, cone,socket,clamp,bentonite etc including cost of POL all complete as directed . b) Beyond 100 |
| 73 | Transportation of air compressor including cost of POL all complete as directed. b) Beyond 100 |
| 74 | Construction of temporary accommodation for drilling staff and dismantling after completion of the work as directed. |
| 75 | Boring in soft soil /normal clay/sandy soil by bit of size either 5.5/8 or 6.7/8 or 7.7/8 inch and collecting sampleor soil at every 3.00 m depth in sample boxes with the distinguishing marks including arranging and carraiage of necessary boring materials------------- etc all complete as directed. |
| 76 | Boring in hard /pebble/gravel by bit of size either 5.5/8 or 6.7/8 or 7.7/8 inch and collecting sampleor soil at every 3.00 m depth in sample boxes with the distinguishing marks including arranging and carraiage of necessary boring materials------------- etc all complete as directed. |
| 77 | Re-Boring in soft soil /normal clay/sandy soil by bit of size either 8.1/2 or 9.5/8 or 12 inch from either 5.5/8 or 6.7/8 or 7.7/8 inch all complete as directed. |
| 78 | Re-Boring in hard /pebble/gravel by bit of size either 8.1/2 or 9.5/8 or 12 inch from either 5.5/8 or 6.7/8 or 7.7/8 inch all complete as directed. |
| 79 | Extraction of drilling pipes/bits against skin friction at the end of each day and after completion of the operation including washing of thee bore hole all complete as directed |
| 80 | Lowering/sinking of well assembly including welding of pipes joints for 200 mm dia G.I./M.S. casing pipe, strainer all complete as directed |
| 81 | Developing of the D.T.W. with air compressor, Make-Kirloskar/Cumins all complete as directed |
| 82 | Supplying and packing pea graval around the periphery of casing including screening, washing etc. all complete as directed. |
| 83 | Cost of MS Pipeincluding VAT, IT, L.Cess & Contractors profiting etc. 200 mm dia of 8mm thick |
| 84 | E.R.S MS slotted strainer |
| 85 | Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevant IS codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes complete as directed. 50 mm dia. |
| 86 | Supplying including installation of submersible type water supply motor pumpset with all accessories including panel board on C.C. foundation of Proportion 1 :2:4 jammed with M.S. Nuts and Bolts wire rope submersible cable without suction G.!. Pipe including making necessary connection etc. as reqd. complete 3 H.P. Three Phase |
| 87 | Supplying including fitting -& fixing of water supply motor pump set centrifugal type complete with all accessories C.C. foundation of Proportion 1 :2:4 jammed with M.S. Nuts and Bolts including D.O.L. Starter and making necessary connection etc. as reqd. complete 2 H.P. Single Phase (5 stage)BEAO 1150 K or Equivalent |
| 88 | Wiring for sub - main with insulated (ISI or approved) HFFR Copper Conductor Cable single core in recessed conduit, 2.0 mm thickwith earth continuity as directed by the department. 2 x 4.00 sq mm + 1 x 2.5 sq mmwith 19 mm dia, 2.0 mm thick rigid PVC pipe |
| 89 | Supplying with fitting and fixing panel mounting open execution 35/36KA 415V 50Hz 3P MCCB (Ics=Icu, adustable Ir setting 0.7-1) ( without enclosure) of the following capacity complete with making necessary connection as specified and directed by the deptt. [Legrand/Merlin Gerin/ Hagger make] 1.35/36KA 415V 50 Hz 3P MCCB a) 16A |
| 90 | Supplyingfitting and fixing gun metal check valve including necessary threads to pipes. a) 50 mm dia (Heavy type) |
| 91 | Flushing, clearing, washing and watering of the tube well |
| 92 | Labour for erecting and placing PCVC Tank over the stagging up to a height of 5.00m complete as directed. |
| 93 | External Water Supply- Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary "R" brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete-------------- and specified. Exposed or in trenches. ii) Using TATA/SAIL (Medium) 80 mm dia |
| 94 | Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I. & C.P pipes will be measured separately) (ii) Bibcock long thread 15 mm dia |
| 95 | Supplying fitting and fixing chrome plated (C.P.) stop-cock of approved brand and size as mentioned below as directed and specified.(G.I. & C.P pipes will be measured and paid separately) (iv) 15mm dia(Concealed stop cock reduced body ) |
| 96 | Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Makeas specified and directed. ) 50mm dia |
| 97 | Construction of inspection pit inside measurement 450mm x450mm x450mm flush with 100mm diameter HCI/PVC pipes and cement concrete base in proportion 1:3:6 over flat brick soling, 12cm brick wall in cement mortar in proportion 1:4 finished with 13mm cement plaster in proportion 1:2 in side wall and floor. 450mm x450mm air tight --------- excavation of pit as directed. |
| 98 | Construction of Pump House (Estimated cost for 10 Sqm Rs. 100800.00) |
| 99 | Supply and installation of LAPTOP-HP Pavilion x360 Core i7 8th Gen 14-inch Touchscreen 2-in-1 FHD Thin and Light Laptop (16GB/512GB SSD/Windows 10/MS Office/2GB Graphics/Mineral Silver/1.59 kg), 14- dh0045TX |
| 100 | Supply and installation of Epson EcoTank L15160 A3 Wi-Fi Duplex All-in-One Ink Tank Printer |
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