Construction Of Shreeramdwar Near Circle Station Road In City Nagaur - Supply, fixing, Transporting Chhatris made out of Jodhpur white Stone Including its Base Size 4.05 Mtr X 4.05 Mtr, 8 Nos Pillers, Mehrab, Todies, Barshot, Chhajas, All Around 3 Ft Wide Gumbaj with Kalash on Top, Hight of Chhatries 18-20 Ft (Appropriet Hight) including foundation as per Direction of Engineer Incharge and as per Photo Enclosed in DPR 1 Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of asonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. (a) Lime Concrete, cement concrete grade M-10 (1:5:10) and below Plinth Beam 3.65 Cum 393.50 1436.28 INR One Thousand Four Hundred & Thirty Six and Paise Twenty Eight Only 2 (b) Cement Concrete Grade M-15 and above and PCC blocks Plinth Beam 3.65 Cum 678.00 2474.70 INR Two Thousand Four Hundred & Seventy Four and Paise Seventy Only 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. (a) Depth upto 1.5 m Plinth Beam 21.06 Cum 229.50 4833.27 INR Four Thousand Eight Hundred & Thirty Three and Paise Twenty Seven Only 4 (b) Add extra for overall depth of excavation above 1.5 m and upto 3.0 m 6.75 Cum 245.60 1657.80 INR One Thousand Six Hundred & Fifty Seven and Paise Eighty Only 5 Carriage of Materials by mechanical transport including loading, unloading and stacking :: Lead upto 1 KM 35.10 Cum 161.51 5669.00 INR Five Thousand Six Hundred & Sixty Nine Only 6 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 coarse sand : 6 graded stone aggregate 20 mm nominal size). 10.62 Cum 4575.00 48586.50 INR Forty Eight Thousand Five Hundred & Eighty Six and Paise Fifty Only 7 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. Deduction Collumn Area 26.94 Cum 159.00 4283.46 INR Four Thousand Two Hundred & Eighty Three and Paise Forty Six Only 8 Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. 5.40 Cum 5830.00 31482.00 INR Thirty One Thousand Four Hundred & Eighty Two Only PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) Percentage BoQ Tender Inviting Authority : OFFICE OF THE MUNICIPAL COUNCIL, NAGAUR Name of Work : Construction of Shreeramdwar Near circle station road In City Nagaur Contract No : NIT NO. 12/2024-25 work no 29 Validate Print Help NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT # Sl. No. Item Description Quantity Units Estimated Rate in Rs. P TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT In Words 1 2 4 5 6 53 55 9 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) 13.37 Cum 6300.00 84199.50 INR Eighty Four Thousand One Hundred & Ninety Nine and Paise Fifty Only 10 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : (a) Columns, Pillars, Piers, Abutments, Posts and Struts. Column 84.45 Sqm. 375.00 31668.75 INR Thirty One Thousand Six Hundred & Sixty Eight and Paise Seventy Five Only 11 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. 21.60 Sqm. 426.00 9201.60 INR Nine Thousand Two Hundred & One and Paise Sixty Only 12 (c) Suspended floors, roofs, landings, balconies and access platform.Sides 50.40 Sqm. 403.50 20336.40 INR Twenty Thousand Three Hundred & Thirty Six and Paise Forty Only 13 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 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) 51.76 Cum 7460.00 386129.60 INR Three Lakh Eighty Six Thousand One Hundred & Twenty Nine and Paise Sixty Only 14 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-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) -As per design mix) 8.82 Cum 7740.00 68266.80 INR Sixty Eight Thousand Two Hundred & Sixty Six and Paise Eighty Only 15 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. ThermoMechanically Treated bars 7269.98 kg 83.30 605589.33 INR Six Lakh Five Thousand Five Hundred & Eighty Nine and Paise Thirty Three Only 16 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : stone colour of whole work same and mines & quality as per engineer incharge (a) One face dressed White sand stone 3.29 Cum 46900.00 154301.00 INR One Lakh Fifty Four Thousand Three Hundred & One Only 17 (b) Both face dressed.White sand stone 10.92 Cum 63000.00 687960.00 INR Six Lakh Eighty Seven Thousand Nine Hundred & Sixty Only 18 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone 19.77 Cum 65200.00 1289004.00 INR Twelve Lakh Eighty Nine Thousand &Four Only 19 P&F white ashlar Todies of machine cut for corners of porch fixing in cement mortar or gypsum etc. complete in all respect size 45x30x10 cm. 42.00 Nos 1224.00 51408.00 INR Fifty One Thousand Four Hundred & Eight Only NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT # Sl. No. Item Description Quantity Units Estimated Rate in Rs. P TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT In Words 1 2 4 5 6 53 55 20 Add extra for Decorative/Ornamental Stone Carving Work with fine finish making motifs, flowers, geometrical designs etc.as per direction of Engineer in-Incharge. 98.68 Sqm. 1805.50 178166.74 INR One Lakh Seventy Eight Thousand One Hundred & Sixty Six and Paise Seventy Four Only 21 Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade 75 mm thick 45.00 Sqm. 1664.30 74893.50 INR Seventy Four Thousand Eight Hundred & Ninety Three and Paise Fifty Only 22 Providing non slip grooves to granite/ kota stone flooring, counters, vanities etc. using groove cutter V type machine etc. complete as per design approved by engineer in-charge
