Construction Of 2 Storied Building At Seijosa Circuit House, Pakke Kessang District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Mar 2025
0 days left
EMD
3.52 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pakke Kessang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of 2 Storied Building At Seijosa Circuit House, Pakke Kessang District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Mar-2025 | CORRIGENDUM#DATE CHANGE | Date | 13-Mar-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | Site DevelopmentExcavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 2 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 3 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 4 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 6 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in a) Foundations and plinth |
| 7 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 8 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Cold twisted bars. |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources, portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting of concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads: but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. Note:Extra cement upto 10% of the minimum specified cement dcontent in design mix shall be payable separately. In case the cement content in design mix is more then 110% of the specified the minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost os extra cement, All work upto plint level, (a) Concrete of M25 grade with minimum cement content of 330kg/cum |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources, portland Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting of concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads: but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. Note:Extra cement upto 10% of the minimum specified cement dcontent in design mix shall be payable separately. In case the cement content in design mix is more then 110% of the specified the minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost os extra cement, All work above plinth level upto V level. (a) Concrete of M25 grade with minimum cement content of 330kg/cum |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 12 | b)Column, pillars, posts and struts etc. |
| 13 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 14 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 15 | e) Stairs (excluding landings) except spiral stair cases. |
| 16 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand). |
| 17 | Extra for brick work with best available local bricks in super structure above plinth level up to floor two level. |
| 18 | Half brick masonry with best available local bricks in cement mortar 1:4 (1 cement:4 coarse sand) in foundation and plinth |
| 19 | Extra for brick masonry in superstructure above plinth level up to floor two level. |
| 20 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 21 | Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12 mm thick commercial veneered teak wood particle boards (Phenyle Bonded) 3 layers flat pressed including applying one coat of approved wood primer., a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 22 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B a) 38mm thick best available local wood class - B I |
| 23 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars. a) Plain grill. |
| 24 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm |
| 25 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete. a) 250 x 10 mm |
| 26 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm |
| 27 | b)100mm |
| 28 | Providing and fixing MS Hooks and Eyes. d) 150 mm |
| 29 | Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. a) Timber class - A IV |
| 30 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 31 | Providing and fixing MS round holding down bolts with nuts and washer plates etc complete. |
| 32 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 33 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 40 mm thick |
| 34 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 35 | Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand).b) 100 mm diameter pipe |
| 36 | Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. (a)100 mm diameter |
| 37 | Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement: 2 fine sand). and Technical Specification Clause 801, (A) CI Plain bend, (a)100 mm diameter |
| 38 | (B) CI head flat or corner type bend : (a) 100 mm diameter |
| 39 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 40 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 41 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 42 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 43 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 44 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 45 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 46 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 47 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 48 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 49 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 50 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. a) 100 mm dia SW pipes |
| 51 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 52 | Making soak pit 2.50 M dia 3.00 M deep with 45x45 cm dry brick honeycomp shaft and SW drain pipe 100 mm dia and 1.20 M long complete as per standard design. |
| 53 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 54 | b) 20 mm nominal bore |
| 55 | Providing and fixing GI pipes complete with GI fittingsincluding trenching and refilling etc. (external work). b) 20 mm nominal bore |
| 56 | Providing and fixing brass bib cock of approved quality. a) 15 mm nominal bore |
| 57 | b) 20 mm nominal bore |
| 58 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore |
| 59 | b) 20 mm nominal bore |
| 60 | Providing and fixing PVC connection pipe with brass union. A) 30 cm length a) 15 mm nominal bore |
| 61 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) Long Pan patten WC Pan |
| 62 | Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.a) WC pan with white plastic seat and lid. |
| 63 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 64 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. b) 250 x 125 x 25 mm |
| 65 | Providing and fixing kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm |
| 66 | Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap. |
| 67 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 68 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 69 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size |
| 70 | Providing and fixing toilet paper holder. a) CP Brass |
| 71 | Providing and fixing CP brass waste for wash basins and sinks. a) 32 mm dia |
| 72 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia |
| 73 | b) 75 mm dia |
| 74 | Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia |
| 75 | b) 75 mm dia |
| 76 | Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. a) 100 mm inlet and 100 mm outlet |
| 77 | Preparation of subgrade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller,making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 78 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 79 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)for grading- IMaterials |
| 80 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (A) By Manual Means - Grading - II, a) Using Screening Type-B (11.2mm Agg.) |
| 81 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) (A) By Manual Means - Grading - III, a) Using Screening Type-B (11.2mm Agg.) |
| 82 | Dry Lean Cement Concrete Sub- base (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 content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not 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 and curing.) |
| 83 | Cement Concrete Pavement (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 in a batching and mixing plant as per approved mix 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, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 84 | Furnishing Items:- Queen Size bed |
| 85 | King Size Bed (VIP Rooms) |
| 86 | Office Study table (one at each rooms) |
| 87 | Office chair (two at each rooms) |
| 88 | coffe Table (one at each rooms) |
| 89 | Sofa Sets for sit out and VIP rooms |
| 90 | Dinning Table Sets |
| 91 | Bathroom Mirror |
| 92 | tootbrush holder |
| 93 | Soap case Holder |
| 94 | Towel Holder |
| 95 | Curtains ( door ) |
| 96 | Curtains ( windows) |
| 97 | Matterres |
| 98 | Blanket |
| 99 | Bedsheet |
| 100 | Towels |
| 101 | pillows |
| 102 | door mat |
| 103 | Table Cloth |
| 104 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 105 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 106 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 107 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : (a)1:1.5:3 (1 cement : 1.5 coarse sand:3stone aggregate20mm nominal size) |
| 108 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone shingle 20 mm nominal size). |
| 109 | 12mm. cement plaster 1:3 (1 cement:3fine sand ) in walls. |
| 110 | Neat cement punning. |
| 111 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 112 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
| 113 | Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticised - PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382leaving 10 mm gap for thermal expansion. (a) Single tee without door 110 x 110 x 110 mm |
| 114 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.(a) 100 mm dia |
| 115 | Providing and fixing terminal guard : 100 mm(Sand cast iron S&S as per IS - 3989) |
| 116 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15cm thick as per standard design. (a) 100 mm dia SW pipes |
| 117 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. a) 100 x 100 x 100 mm |
| 118 | Centring and shuttering including strutting, propping etc. and removal of form work for: a) Foundation, footings, bases of columns etc. and mass concrete. |
| 119 | b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 120 | c) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 121 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
AI Tender Summary
Tender Timeline
Mar 12, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 13, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 13, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 15, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender