Tender For Construction Of Anti-Poaching Camp Along With Watch Tower Providing Water Supply Facilites With Installation & Commissiong Off Grid Solar Power Plant At No.2 Kusumdwisa At Sikhna Jwhwlao Np Under Runikhata Range Of Chirang Forest Division,
Tender Value
80 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
8 days left
EMD
1.60 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chirang → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Anti-Poaching Camp Along With Watch Tower Providing Water Supply Facilites With Installation & Commissiong Off Grid Solar Power Plant At No.2 Kusumdwisa At Sikhna Jwhwlao Np Under Runikhata Range Of Chirang Forest Division, Kajalgaon
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechancial means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including setting out the excavated soil and disposal of surplus excavated soil as directed. Within a lead of 50m. 2.8.1. All kinds of soil |
| 2 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level 1:3:6 ( 1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregae 40 mm nominal size derived from natural sources) |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6. Thermo-mechanically treated bars of grade Fe-500D or more. |
| 5 | Cenetering and shutteing including sturtting, propping etc. and removal 5.9.1. Foundations, footings, base of columns etc. for mass concrete. |
| 6 | Cenetering and shutteing including sturtting, propping etc. and removal of form for 5.9.6 Columns, pillars, piers, abutments, posts and struts. |
| 7 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 8 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 9 | 5.9.7 Stairs (excluding landings) except spiral staircases. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level 5.1.2 1:1.5:3 (1cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources) |
| 11 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.2 Cement mortar 1:6 (1cement: 6 coarse sand). |
| 12 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, coloumns, pillars, piers, abutments posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 5.2.1 1:1.5:3 (1cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources. |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources. |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in 6.4.1 Cement mortar 1:4 (1cement: 4 coarse sand). |
| 16 | Cement plaster skirting upto 30cm height with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement. 11.6.1 18mm thick |
| 17 | Providing and fixing factory made single extruded WPC (Wood polymer composite) solid door/ window/ clerestory window & other frames/ chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade) calcium carbonate and natural fibres (wood powder/ rick husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N(Edge), minimum compressive strength of 58N/mm2 modulus of elasticity 900N/ mm2 and resistence of spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S. hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge (MS hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minum 5mm tolerance in dimensions i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 26.86.6 Frame size 65 x 12mm |
| 18 | Providing and fixing factory made single extruded WPC (Wood polymer composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade) calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/ cum and screw withdrawal strenght of 1800 N (Face) & 900N (Edge), minimum compressive strength of 50 N/mm2, modules elasticity 850N/mm2 and resistence to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S. screws, all as per direction of Engineer-in-Charge. (Note: stainless steel butt hinges and necessary S.S. screw shall be paid separately). |
| 19 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partitions etc. with 6mm thick clear float glass both side, having 12mm air gap, including EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawing and direction of Engineer-in-charge complete. |
| 20 | Steel work welded in built up sections/ framed work, including cutting, hoisting , fixing in position and applying a priming of approved steel primer using structural steel etc. as directed. 10.25.2 in gratings, frames, guard bar, ladder, railings, brackets gates and similar works |
| 21 | 62mm thick cement concrete flooring with concrete hardener topping, under layer 50mm thick cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 22 | Providing and laying vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand and manufacture, in all colours and shade, laid on 20mm thick cemetn mortar 1:4 (1cement : 4 coarse sand) jointing with grey slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, piller, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily. 11.41A.3 Glazed Vitrified tiles Matt/ Antiskid finish of size 11.41A. 3.3. Size of Tile 800 x 800mm |
| 23 | Steel work in built upto tubular ( round, square or rectanglular hollow tubes) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel pimer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes. |
| 24 | Providing & fixing at all heights, levels and locations colour finish aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrision resistence. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/ tapping stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-in-Charge. (Cost of truss/ frame work shall be paid separately). 12.65.1 0.56mm Aluminium color coated troughed profile with centre to centre pitch of 200mm, depth of 32mm, overall profile width 1092mm cover width 1000mm. |
| 25 | Providing and fixing of pre-coated or mill finish aluminium roofing accessories in 0.71 mm thickness, alloy 31500 (IS designation) (Aluminium alloy (AA) 3004 (ISO designation) For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6x50mm with 3mm thick EPDM seal and SS palin washer complete. 12.66.1 Precoated/ mill finish aluminium Ridges plain (500-600mm) |
| 26 | Providign and fixing of pre-coated colour or mill finish Aluminium Roofing accessories in 0.71 mm thickness Alloy 31500 (IS designation) (Aluminium Alloy (AA) 3004 (ISO designation) For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete. 12.66.4 Precoated/ mill finish aluminium Barge board (Upto 200mm). |
| 27 | Providing wood work in frames of false ceiling, partitions, sawn and fixed in position with necessary stainless steel screws etc. 9.3.2 Kiln seasoned and chemically treated hollock woor. |
| 28 | Providing and fixing plain multipurpose cement board (Hight pressure stem cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid separately). 12.26.1 6mm cement fiber board as per IS: 14862 |
| 29 | 20mm cement plaster of mix 13.6.1 1:4 (1ceement: 4 coars sand) |
| 30 | Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare even and smooth complete. |
| 31 | Finishing walls with textured exterior paint of required shade: 13.45.1 New work (Two or more coat applied @ 3.28 ltr/ 10sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. |
| 32 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nomininal size derived from natural sources) over 75mm thick bed of brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 33 | Earthwork in surface excavation not exceeding 30cm in depth but exceeeding 1.5m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. |
| 34 | Extra for levelling & neatly dressing of disposal soil completely as directed by Engineer-in-Charge. |
| 35 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. 16.78.2 With material conforming to Grade-II (size 53mm to 0.075mm) having CBR value - 25. |
| 36 | Earth work in excavation by mechancial means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including setting out the excavated soil and disposal of surplus excavated soil as directed, within a leaf of 50m. 2.8.1. All kinds of soil |
| 37 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 4.1.3. 1:2:4 (1cement: 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.6 Thermo-mechanically treated bars of grade Fe-500D or more. |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1. Foundations, footings, bases of columns, etc. for mass concrete. |
| 41 | Centering and shuttering inlcuding strutting, propping etc. and removal of form for 5.9.3. Suspended floors, roofs, landings, balconies and access platform sqm |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.13. Vertical and horizontal fins individually or forming box louvers band, facias and eves boards. |
| 43 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in 6.2.1. Cement mortar 1:4 (1cement: 4 coarse sand) |
| 44 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level 5.1.2 1:1.5:3 (1cement: 1.5 coarse sand (zone-III): 3 graded aggregate 20mm nominal size derived from natural sources |
| 45 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in supre-structure above plinth level. 6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand ) |
| 46 | 15mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1cement: 4 fine sand) |
| 47 | Cement plaster skirting upto 30cm height with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement. 11.6.1 18mm thick |
| 48 | Providing and fixing one piece construction white vitreous china squatting pan with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I./ PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I. clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required. 17.6.1. Single squatting plate with 5 litre P.V.C. automatic flushing cistern |
| 49 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fitting and brackets, cutting and making good the walls and floors wherever required. 17.4.1. One urinal basin with 5 litre white P.V.C. automatic flushing cistern. |
| 50 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.3 White vitreous china wash basin size 550 x 400mm with a pair of 15mm C.P.brass pillar taps |
| 51 | Providing and fixing chlorinated Polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fitting s with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 18.8.3. 25mm nominal dia pipes |
| 52 | 18.8.2 20mm nominal dia pipes |
| 53 | 18.8.1 15mm nominal dia pipes |
| 54 | Providing and fixing brass bib cock of approved quality. 18.15.1 15mm nominal bore |
| 55 | Providing and fixing brass stop cock of approved quality. 18.16.1 15mm nominal bore |
| 56 | Providing and fixing PTMT pillar cock of approved quality and colour. 18.56.1 15mm nominal bore, 107mm long, weighing not less than 110 gms each |
| 57 | Providing and fixing 600 x 450mm beveled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixied to wooden cleats with C.P. brass screws and washers complete. |
| 58 | Providing and fixing PTMT soap Dish holer having lenth of 138mm, breadth 102mm height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 59 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 17.73.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm weighing not less than 170 gms. |
| 60 | Providing and fixing soil, waste and vent pipes. 17.35.1 100mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 61 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet outlet and overflow pipe but without fittings and the base support for tank. |
| 62 | Preparation of site for placement of the drilling rig including excavation of mud pit, circulation drain, collection chamber etc. at complete as directed. |
| 63 | Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. including cost of P.O.L. all complete as directed. (a) for less than 100.00m |
| 64 | Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. including cost of P.O.L. all complete as directed. (a) for less than 100.00m (b) Beyond 100.00m |
| 65 | Transportation of air compressor with all accessories including cost of P.O.L. all complete as directed. (a) for less than 100.00m (b) Beyond 100.00m |
| 66 | Transportation of P.O.L. all complete as directed. |
| 67 | Construction of temporary accommodation and low cost santity facility for drilling staff including cost of camp materials viz. cost, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed |
| 68 | Providing water supply facilities at drilling site all complete as directed. (a) By installing 1 Nos. of Singur hand pump |
| 69 | a) Drilling with drill bit in over burden portion of soil formation including colletion of soil sample at every 3.0m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300mm dia drill bits. |
| 70 | b) Casing/ sinking/ lowering of 200 dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department. |
| 71 | c) Drilling with drilling rig using D.T.H. in all kinds of rock foramtion including collection of sample at every 3.0m depth or boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a required dia minimum 150mm dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW |
| 72 | Cost of Installation of Solar 3KWp |
| 73 | Wiring for light point/ fan pint/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc as required. 1.10.1 Group A |
| 74 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as reqired .1.14.1 a) 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire |
| 75 | 1.14.4 b) 2 x 6sq.mm + 1 x 6 sq.mm earth wire |
| 76 | 1.14.11 c) 4 x 16 sq.mm + 2 x 6 sq.mm earth wire |
| 77 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making food the same of recessed conduit as required. 1.21.1 20mm |
| 78 | 1.21.3 32mm |
| 79 | Supplying and fixing following size/ modules GI box along with modular base and cover plate for modular switches in recess etc. as required. 1.27.3. 4 Module (125mm x 75mm) |
| 80 | 1.27.4 6 Module (200mm x 75mm) |
| 81 | 1.27.6 12 module (200mm x 150mm) |
| 82 | Supplying and fixing following modular swithc/ socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch |
| 83 | 1.24.3 15/16 A swich |
| 84 | 1.24.3 3 Pin 5/6 A socket outlet |
| 85 | 1.24.5 6 Pin 15/16 A socket outlet |
| 86 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 87 | Installation, testing and commissioning of celing fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FRLS PVC insulated copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 88 | Ceiling Fan, 1200mm, 350 RPM |
| 89 | 40-Watt LED Batten/ Tubelight |
| 90 | 150W LED Flood light |
| 91 | Generator Set |
| 92 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB/ RCCB/ Isolator) 2.3.3. 12 way Double door |
| 93 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of followign poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 a) Single pole |
| 94 | Providign and fixing of lighting conductor finial made of 25mm dia 300mm long, G.I. tube, having single prong at top with 85mm dia 6mm thick G.I. base plate including holes etc. complete as required |
| 95 | Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface of wall for lighting conductor complete as required. (For horizontal run) |
| 96 | Providing and fixing G.I. tape 20mm x 3mm thick on parapet or surface wof wall for lighting conductor complete as required. (For vertical run) |
| 97 | Providing and fixign testing joint, made of 20mm x 3mm thick G.I. strip, 125mm long, with 4 Nos. of G.I. bolts, nuts, chuck and spring washers etc. complete as required. |
| 98 | Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7metre long etc. with charcoal/ coke and salt as required. |
| 99 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 100 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 101 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 102 | Providing and laying G.I. tape 32mm x 6mm from earth electrode directly in ground as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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