Tender For Construction Of Dog Shalters In Municipal Council Sawai Madhopur
Tender Value
1.67 Crore
Estimated cost
Bid Submission
10 Aug 2026
9 days left
EMD
3.34 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sawai Madhopur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Dog Shalters In Municipal Council Sawai Madhopur
BOQ
| Sl. No. | Item Description |
| 1 | based on Ruidp 2023 |
| 2 | SUB-HEAD A : EARTH WORK & SITE PREPARATION (BUILDING) |
| 3 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m (Foundation tranch under all load-bearing walls (ext 110.34 + int 131.68 = 242.02 m) |
| 4 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. FLOOR AREA 640 SQM X NET FILL ( 0.45-0.10 Sand) = 0.35 m |
| 5 | Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand FLOOR AREA 640 SQM X 0.10 sqm |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : (Under entire ground floor = floor area) |
| 7 | SUB-HEAD B : PCC, FOUNDATION MASONARY & DPC (BUILDING) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :PCC BED UNDER FOOTINGS ( 242.02 M X 0.75 X 0.15) PCC SUB-BASE UNDER FLOOR (640 SQ M X 0.075 ) |
| 9 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) STEPPED FOOTING + PLINTH WALL UNDER ALL WALL ( 242.02 M X 0.45 AVGX 1.05) |
| 10 | Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand) STONE FOOTING UNDER LOAD-BEARING WALL ( PER REVISED ESTIMATE - CLIENT INPUT) |
| 11 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.75mm thick. OVER 230 MM WALLS ( 242.02X0.23) OVER 115 MM PARTITIONS ( 81.2X0.115) |
| 12 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. EXTERNAL PARIMETER 110.34X0.90M WIDE |
| 13 | SUB-HEAD C : REINFORCED CEMENT CONCRETE |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering , finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( UNDER ALL WALLS ( 242.02X0.23X0.30) |
| 15 | 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) roof slab over two room rows, 125 mm(231.06 sqm) beams over room rows ( 151x0.23x0.30) lintel band ( 151x0.23x0.15) |
| 17 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars. .= 95 KG PER METER CUBE OF TOTAL RCC (75.42 METER CUBE) |
| 18 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. |
| 19 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers BEAMS ( 151X0.83) LINTELS (151X0.53) PLINTH BEAM SIDES (2420.02X0.30X2) |
| 20 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts : 4 FACES X COLUMN HT (16X0.92X3.5) |
| 21 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. : LUMP ( MASS-CONCRETE FOOTINGS) |
| 22 | SUB-HEAD D : BRICK MASONRY - SUPERSTRUCTURE |
| 23 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) External walls 3.30 m high × 0.85 (openings) (110.34 × 3.30 × 0.23) Internal load-bearing walls × 0.85 (131.68 × 3.20 × 0.23) Parapet 0.9 m (110.34 × 0.90 × 0.23) |
| 24 | Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories.Cement mortar 1:3 (1 cement :3 coarse sand) North-hall partitions (6 × 6.10 × 3.20) OPD partitions (10 × 3.66 × 3.05) Kennel dwarf walls (96 × 2.40 × 0.90) Toilet partitions Less openings = 8 % |
| 25 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. |
| 26 | SUB-HEAD E : FLOORING, DADO & ROOF TREATMENT |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 75mm thick North halls (7 × 300 sft = 195 m²) Corridors Kennel-court floor |
| 28 | Providing and fixing 1st quality MAT finished ceramic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). OT suite, stores, staff, toilet floors |
| 29 | Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorption less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on wall and pillar) Size 600mm x 600mm : Admin + lobby + waiting |
| 30 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). : Toilets + OT + kitchen, up to lintel |
| 31 | Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 18 mm thick. :Animal areas & corridors |
| 32 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :i) Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound . ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.Using rough Kota stone. : #NAME? |
| 33 | SUB-HEAD F : PLASTERING & SURFACE PREPARATION |
| 34 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:6 (1 cement : 6 fine/ coarse sand) Internal face of external walls (110.34 × 3.30) Internal 230 mm walls, both faces (131.68 × 3.20 × 2) Partitions & kennel walls, net of openings |
| 35 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:6 (1 cement : 6 fine/ coarse sand) : External faces + parapet, net of openings |
| 36 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 6 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:3 (1 cement : 3 fine sand) : #NAME? |
| 37 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete : Office / OPD areas |
| 38 | SUB-HEAD G : PAINTING & FINISHING |
| 39 | Applying one coat of cement primer of approved brand and manufacture on wall surface : Cement primer.Internal walls 1450 + ceiling 321 ceiling |
| 40 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work : Office/OPD walls & ceilings |
| 41 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. as per manufacturer's specification.Two or more coats on new work. : |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). :#NAME? |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (Doors, grilles & M.S. work) |
| 44 | SUB-HEAD H : DOORS, WINDOWS, GRILLES & WIRE MESH |
| 45 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B (11 OPD doors × 5.1 m frame) |
| 46 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formaldehyde resin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure 'A' :35 mm thick Commercial Veneer both side (11 OPD doors × (0.9 × 2.1)) |
| 47 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece. (7 doors × (0.9 × 2.1)) |
| 48 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design.(OPD rooms (≈ 12 windows × 1.5 m²)) |
| 49 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (Kennel grille gates & framing (revised)) |
| 50 | Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete. (Shelter-hall panels (39) + kennel cells (191)) |
| 51 | SUB-HEAD I : SANITARY INSTALLATIONS |
| 52 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.(Toilet-M (2) + Toilet-F (2)) |
| 53 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm 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 fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern. (Toilet-M) |
| 54 | 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 require : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (Toilets (4) + OT/medical (2)) |
| 55 | Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required :White glazed fire clay kitchen sink of size 600x450x250 mm. (Kitchen & washing) |
| 56 | Provisional sum — C.P. fittings, traps, CPVC water-supply & PVC/SW drainage piping to rear treatment point (services to be detailed; NOT an SOR line) |
| 57 | SUB-HEAD J : ELECTRICAL INSTALLATIONS |
| 58 | Wiring for light/fan/exhaust point, 1.5 sq.mm FR copper in PVC conduit — medium point |
| 59 | Wiring for 6 A light plug point with modular socket & switch — medium point |
| 60 | Supply & drawing of sub-mains 3×4 sq.mm FR copper wire |
| 61 | Pre-wired single-phase MCB DB, metal door (12+2 way) |
| 62 | Three-phase MCB DB, metal door (6 way) — main DB |
| 63 | Single-pole MCB 6 A to 32 A |
| 64 | Double-pole MCB 6 A to 32 A |
| 65 | Triple-pole MCB 6 A to 32 A |
| 66 | LED batten 1170 mm, min. 2200 lm — halls, kennels & corridors |
| 67 | LED downlight, min. 650 lm — office/OPD rooms |
| 68 | 1200 mm sweep BLDC ceiling fan (without remote) |
| 69 | Installation, testing & commissioning of ceiling fan with regulator |
| 70 | Fresh-air / exhaust fan 200 mm sweep — toilets, OT & kitchen |
| 71 | Pipe earthing IS:3043, 3.0 m × 40 mm dia G.I. pipe electrode — complete set |
| 72 | Provisional sum — incoming service cable, 3-phase isolator/MCCB panel, risers & metering (to be detailed; NOT an SOR line) |
| 73 | SUB-HEAD K : TIN SHED OVER KENNEL COURT |
| 74 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m (24 column footings (1.0 × 1.0 × 1.2) ) |
| 75 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : (24 × (1.0 × 1.0 × 0.15) ) |
| 76 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering , finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Footing 24 × (0.8 × 0.8 × 0.4) Pedestal 24 × (0.3 × 0.3 × 0.5) |
| 77 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars. (Reinforcement in footings/pedestals) |
| 78 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (24 columns × 4.5 m × 17.9 kg/m ) |
| 79 | Providing and fixing M.S. round holding down bolts with nuts and washer plates complete. (24 sets × 8 kg ) |
| 80 | 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 (= 12.13 kg/m² over 742 m² sloped roof) |
| 81 | 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 and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto 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. 1.00mm thick with zinc coating not less than 275gm/m² : (Gable roof, both slopes (2 × 32.92 × 11.27)) |
| 82 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall (Both eaves (2 × 32.92)) |
| 83 | Providing flashing of 40 cm overall width in plain, G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 coarse sand). 1.00mm thick with zinc coating not less than 275gm/m² |
| 84 | Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete. (Clerestory (26) + gable ends (40) + margin) |
| 85 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (Steel surface ≈ 250 m²) |
| 86 | SUB-HEAD L : BOUNDARY WALL, GATE & FENCING (200 m) — stepped Section |
| 87 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m (Trench for 1.05 m wide base (200 × 1.05 × 0.30)) ) |
| 88 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : (Base 1.05 m wide × 0.15 m (200 × 1.05 × 0.15) ) |
| 89 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) Course 0.90 m × 0.30 m × 200 m Course 0.75 m × 0.30 m × 200 m |
| 90 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) upper staps Course 0.60 m × 0.45 m × 200 m Course 0.45 m × 0.60 m × 200 m |
| 91 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. #NAME? |
| 92 | Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification (Over 0.45 m wide wall top (200 × 0.45)) |
| 93 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing (Stepped face 1.65 m high × 2 faces × 200 m) |
| 94 | Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type \\"A\\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. (Along full perimeter) |
| 95 | Brick work FPS (class 75) in cement mortar 1:6 — two gate pillars |
| 96 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.(Double-leaf gate, fabricated) |
| 97 | Synthetic enamel (two coats) on M.S. entrance gate |
| 98 | SUB-HEAD M : CC ROAD WORK (2000 m²) |
| 99 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. (ROAD AREA) |
| 100 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - II Material 2000X0.20 |
| 101 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size). 2000X0.10 |
| 102 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, 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, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-25 : 2000 X0.20 |
| 103 | SUB-HEAD N : SITE STRUCTURES (extract) |
| 104 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) (Ramp 4 × 3 m × 0.15) |
| 105 | TMT reinforcement — ramp slab |
| 106 | Centring & shuttering — ramp slab |
| 107 | 75 mm cement concrete finish with chequer on ramp |
| 108 | M.S. tube hand-rail to ramp, incl. priming |
| 109 | RSJ steel columns for parking shed (6 nos), incl. priming |
| 110 | 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: (80 m² × 12 kg/m²) |
| 111 | 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 and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto 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.1.00mm thick with zinc coating not less than 275gm/m² (80 m² × 1.05 slope) |
| 112 | G.S. sheet gutter 1.00 mm — parking shed |
| 113 | Excavation in foundation — guard room & parking-shed footings |
| 114 | Brick work FPS in foundation & plinth, CM 1:6 — guard room |
| 115 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (12 m × 3.0 × 0.23 × 0.85) |
| 116 | RCC M-20 roof slab 115 mm — guard room |
| 117 | TMT reinforcement — guard room roof |
| 118 | Centring & shuttering — guard room roof |
| 119 | 12 mm internal cement plaster 1:6 — guard room |
| 120 | 15 mm external cement plaster 1:6 — guard room |
| 121 | MAT ceramic floor tiles 300×300 mm — guard room |
| 122 | Brick-bat coba water-proofing on guard-room roof |
| 123 | Plastic-emulsion paint internal — guard room |
| 124 | Acrylic smooth exterior paint — guard room |
| 125 | Pressed-steel door frame + flush shutter — guard room (1 door) |
| 126 | 35 mm flush door shutter — guard room |
| 127 | Factory-made steel glazed window — guard room (1 no) |
| 128 | Light & fan points — guard room (3 nos) |
| 129 | LED batten — guard room |
| 130 | Ceiling fan — guard room |
| 131 | Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).Upto 100 Meter depth Nominal bore 150mm dia (DEPTH) |
| 132 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work. 150 mm dia (FULL DEPTH) |
| 133 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 134 | Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 135 | Installation of submersible motor pump set in tube-well/open well complete (labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. |
| 136 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 11, 2026
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