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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.2 LAccepted-AOC | ₹70.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹71.6 LRejected-Finance | ₹71.6 L | L2 | Rejected-Finance High amount quoted |
| 3 | L3₹71.6 LRejected-Finance | ₹71.6 L | L3 | Rejected-Finance High amount qouted |
| Sl No | Description | Qty | Unit | Sashanka Narzary L2 | Manik Sarkar L1 | Julius Narzary L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Pavillion : Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | 47.39 | cum | 286.85 ₹13,593.82 | 286.85 ₹13,593.82 | 286.85 ₹13,593.82 |
| 2.00 | Dry brick pitchin half brick thick in drains including supply of bricks and preparing the surface complete | 198.97 | Sqm | 607.2 ₹1.2 L | 607.2 ₹1.2 L | 607.2 ₹1.2 L |
| 3.00 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.4 | cum | 6,670.25 ₹36,019.35 | 6,670.25 ₹36,019.35 | 6,670.25 ₹36,019.35 |
| 4.00 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's
specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete | 155 | Sqm | 855.9 ₹1.3 L | 855.9 ₹1.3 L | 855.9 ₹1.3 L |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1 Mild steel and Medium Tensile steel bars | 2,306.77 | Kg | 88.95 ₹2.1 L | 88.95 ₹2.1 L | 88.95 ₹2.1 L |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level | 2,376.79 | Kg | 88.95 ₹2.1 L | 88.95 ₹2.1 L | 88.95 ₹2.1 L |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 23.7 | Sqm | 608.95 ₹14,432.12 | 608.95 ₹14,432.12 | 608.95 ₹14,432.12 |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 236.52 | Sqm | 608.95 ₹1.4 L | 608.95 ₹1.4 L | 608.95 ₹1.4 L |
| 9.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 105.94 | Sqm | 804.25 ₹85,202.25 | 804.25 ₹85,202.25 | 804.25 ₹85,202.25 |
| 10.00 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges | 18.83 | Sqm | 814.95 ₹15,345.51 | 814.95 ₹15,345.51 | 814.95 ₹15,345.51 |
Tender Value
₹70.3 L
EMD Value
₹1.4 L
Closing Date
11 Jun 2025, 2:00 pmClosed
BDO Kokrajhar Development Block
BDO Kokrajhar Titaguri
Construction of Pavillion with Office Room and Development of Field with Earth filling at Kalipukhuri HS School Premises under Kalipukhuri VCDC
2025_BoTC_44381_1
TA (SOPD)-07 of 2024-25
Open Tender
Civil Works
Kalipukhuri HS School
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,405
₹1.4 L
Yes
26 Mar 2026
20 May 2025
11 Jun 2025
20 May 2025
11 Jun 2025
20 May 2025
20 May 2025 - 11 Jun 2025
Amount
Construction of Pavillion : Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m
Dry brick pitchin half brick thick in drains including supply of bricks and preparing the surface complete
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.1 Mild steel and Medium Tensile steel bars
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.19 Weather shade, Chajjas, corbels etc., including edges
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
12 mm cement plaster of mix 11.1.1 1:4 (1 cement : 4 coarse sand)
White washing with lime to give an even shade: 13.37.1 New work (Three or more coats)
Finishing wall with water proofing cement paint of approved brand and manufacture of requred shade 13.:44.1 New work (Two or more coat @3.84 Kg/10m2
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.3 Kiln seasoned and chemically treated hollock wood
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 9.7.2 Kiln seasoned and chemically treated hollock wood
Providing and fixing double glazed hermetically sealed glaxing in aluminium windows, ventilators and etc, with 6mm thick clear float glass both side, having 12mm air gap, including working EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specification, drawings and direction of Enginer -in-charge complete.
9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.55.2 100x58x1.90 mm
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.63.3 150x10 mm
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.66.2 100 mm
2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1 6 mm thick Cement fiber board as per IS: 14862
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 9.3.1 Sal wood
Providing plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse and (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth.
Cost. of SANITARY & PLUMBING FOR PAVILLION : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 itre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle level) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floor wherever required.
Providing and fixing whitre vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets 40 mm flush bend overflow….
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. damps complete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever requried.
Single squating plate with 5 litre P.V.C. automatic flushing cistern
Providing and fixing wash basin with C.I. brackets 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required.
Providing and fixing white vitreous china pedestal for wash basin complete recessed at the back for the reception of pipe and fittings.
Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate ro European type W.C. of quality and make as approved by Engineer-in-charge.
Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Providing and fixing 100 mm sand cast Iron grating for gully trap
Oval shape 450x350mm (outer dimensions)
Providing and fixing soil, waste and vent pipes (100 mm dia)
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand ) in S.C.I./C.I pipes
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. sand cast iron S&S as per IS 3989
Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms.
600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm, weighing not less than 190 gms
15 mm nominal dia Pipes
20 mm nominal dia pipes
15 mm nominal dia Pipes
20 mm nominal dia pipes
Providing and fixing brass bib cock of approved quality 15 mm nominal bore
15 mm nominal bore
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main. 15 mm nominal bore
20 mm nominal dia pipes
CONSTRUCTION OF R.C.C. STAGING : 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m²
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, taircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Floor beam/slab
5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
13.5 15mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 Cement : 4 coarse sand)
13.37 White washing with lime to give an even shade: 13.37.1 New work (Three or more coats)
13.46 Finishing walls with Acrylic smooth exterior paint of required shade. 13.46.1 New Work (Two or more coat applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @2.20kg/10sqm)
18.48 Providing and placing onf 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 pipes but without fittings and the base support for tank.
Details esimate of DEEP TUBE WELL : 23.1 Boring/drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (Part-I) including collecting samples from different strata, preparing and submitting strata chart/ bore log including hire & running charges of all equipement, tools, plants & machineries required for the job all complete as per directioin of Engineer-in-charge upto 90 metre depth below ground level. 300 mm dia (Rocky strata including boulders)
Supplying, assembling, lowering and fixing in vertical position in bore well, uplasticized PVC medium well casing (CM) pipe of required dia conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete for all depths & as per direction of Engineer - in - charge. 150 mm nominal size dia.
23.8 Gravel packing in tubewell construction in accordance with IS: 4097 including providing gravel fine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as direction of Engineer-in-charge.
Development of tube well in accordance with IS: 2800 (part-I) and IS: 11189, to establish maxium rate of usable water yeild without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yeild of well "V"..........
Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part-I) 150 mm dia
Providing and placing in position filters of 40 mm diameter G.I. Pipe with brass stainer of approved quality
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete ( New work) 40 mm nominal bore
Providing and fixing chlorinated Polyvinyl chloride (CPVC) pipe, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includews jointing of pipes & fitting with one step CPVC slent cement trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. 25 mm nominal dia pipes.
40 mm nominal dia pipes.
Providing and fixing gun metal non-return valve of approved quality (screwed end) 40 mm nominal bore (Vertical)
Crompton V4 water filed submerssible pump Model No. 4W18BF2E
100 USERS SEPTIC TANK Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 3 cm in depth 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer - in -charge.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level (1:2:4 derived from natural sources: 4 grade stone aggregate 20 mm nominal size derived from natural sources.
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering finishing and reinforced - All work up to plinth level.
Centering and shuttering including strutting, propping etc and removal of form for (Lintels beams, plinth beams, girders, bressumers and cantilevers.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thremo-Mechanically Treated bars of grade Fe-500 D or more.
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.12 Half brick masonry with common burnt clay F.P.S. (non-modular)
13.8 15 mm cement plaster on rough side of single or half brick wall
Providing, hoisting and fixing above plinth level upto floor five level
Supplying and fixing C.I. cover without frame for manholes 500 mm diameter C.I. cover (medium duty) the weight of the cover
Without common burnt clay F.P.S. (non-modular) brick of class designation 7.5
19.33 Construction soak pit, 1.20x1.20x1.20 m filled with brickbats
Providing and fixing soil, waste and vent pipes (100 mm dia)
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement: 2 fine sand ) in S.C.I./C.I pipes
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth sides of foundation etc. complete. (Pond filling, Profile-1, Profile-2, Football field).
Const. of Boundary fencing: Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Foundations, footings, bases for columns
R.C.C. Standards post/Struts/rails/pales of mix 1:1.5.3 (1Cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (Cost of earth works in excavation, concrete works in foundation to be paid separately)
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metre (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fied while casting the post (Cost of R.C.C. posts, struts, earth work and concrete to be paid for separately (payment to be made per metre cost of total length of barbed wire used.
Cost of LANDSCAPING/PLANTATION : 3.1 Providing and displaying of Aglaonema Butterfly having hit 30 cm 10 to 12 fresh healthy and attractive colorful leaves, well developed in 25 cm size Earthen pot/plastic pot & as per direction of the officer -in- charge.
3.6 Providing and Displaying of Aglaonema Sam plant ht. 30 cm well developed three in one, having 18 to 20 fresh, healthy and attractive colorful leaves in 35 cm size earthen pot/Chali/Tray & as per direction of the Officer - in - charge
Providing and displaying of Araucaria cookie having ht. 1.80 m to 1.95 m, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 30 cm size of Earthen pot/plastic pot & as per direction of the officer - in - charge.
3.64 Providing and displaying of Philodendron Envy mounted on moss stick 90 cm ht, well developed with full of fresh & healthy leaves in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer -in charge.
5.6 Providing and Displaying Adenium obesum well developed with fresh & healthy 4 to 5 branch 60 to 70 cm ht. in 40 cm size Earthen pot/plastic pot as per direction of the Officer -in - charge
5.7 Providing and Displaying Bamboo Buddha valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10 ht umbrella type well developed in 50 cm cement pot as per direction of the officer - in - charge.
5.13 Providing and Displaying Cycus cirsnalls well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the Officer - in - charge.
1.0 Electrical works : Internal Electrification works @12.5% on civil works) for Pavillion
2.0 External Electrification works @ 3.75 % on civil works) for Pavillioin
Julius Narzary (BID ID -268995)
Sashanka Narzary (BID ID -269687)
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