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| 1 | Demolishing stone masonry manually/by mechanical means including stacking of serviceable material and disposal ofunserviceable material within 50meters lead as per direction of Engineer-in-charge:In cement mortar 0.785*4.5*4.5*218.4/Vol I/228 |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge.50*0.6*0.3+20*20*0.318.6/Vol I/228 |
| 3 | coursed rubble masonry (first sort) with hard stone infoundation and plinth with Cement mortar 1:6 (1cement: 6coarse sand)7.6/Vol II/65 |
| 4 | 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 : M205.1/32/vol. II |
| 5 | Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate upto plinth level for drain |
| 6 | For Chairs 04 nos |
| 7 | Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire,wastage and overlaps upto12mm horizontal/ inclined position of reinforcement bars in slab and beams,plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS:13920; IS456&SP: 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)5.11.4 |
| 8 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for : |
| 9 | Foundations, footings, bases of columns, etc. For mass concrete19.1/208/vol. II |
| 10 | Walls(anythickness) including attached pilasters, butteresses, plinth and string courses etc |
| 11 | Steel work welded in builtup sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.14.1.2/VolII |
| 12 | In gratings,frames,guardbar,ladder,railings,brackets,gatesand similar works. (8 mtr each 2 nos 25kg/mtr) |
| 13 | for MS jali including angles, hinges, channels & fitting etc. |
| 14 | For Main gate 02 nos 250+350 kg including fitting |
| 15 | Supplying & installation of approved make required capacity 3 phase, 50Hz, 415V, openwell submersible pump,withcontrol panel starter with dry run protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. 10.0 HP head metre 18-40, discharge LPM 1620-570MPPWD jan. 2024 - 39.10.4/P-102 |
| 16 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 4.0 sq.mm multi strand39.3/P-102 |
| 17 | Providing laying and jointing of galvanised Iron Pipes with specials (suchasbends,elbows, teesetc)class light, medium & heavy including testing of joints, cost of pipes, specials andjointing materials all complete. 65mm diaUADD SOR Vol I, 6.1.7/P-88 |
| 18 | Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer manholes / sewer drains & Nallahs/ wet well of SPH/ Anaerobic & Facultative Pond of STP with all required T&P such as bucket, manila rope, and all required safety equipment such as safety belt, gas mask, oxygen cylinder etc. including disposal of silt/sludge upto 50 mtr lead & 1.5 mtr. lift as directed by Engineer-in-Charge including dewatering but excluding dat (plugging of sewer pipe line) Depth up to 1.5 mtr PHE SOR 3rd july 2018, 25.6/P-280 |
| 19 | Pumping out water caused by springs, tides or river seepage, broken water mains or drains or the like 16.9/P-208 |
| 20 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine ith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust sand, filling the joints with coarses and etc. all complete as per the direction of Engineer-in-charge.11.43/P-208 |
| 21 | Supply & Fixing of Decorative LED Suspended Street Light with Overall Luminaire Efficiency ≥130 lm/W (@4000K). Upper cover in aluminium with quick coupling threaded G 3/4\\" for support. Bottom frame with company logo engraved/ embossed in mould made from two die-cast aluminium rings made of pressure diecasting process joined together by a hidden hinge inside with quick-shut system to two stainless steel spring latches. Silicon gasket provided between upper & bottom frame. IP Rating: IP66 Area exposed to wind: 0.112 m² Power LED module with metal core plate compliant with IBC 62031. SMD type LED chips to be used with Colour Rendering Index Ra > 70. Electronic Power Supply protection against: * Short Circuit * Over Voltage * Over Current In-built surge protection up to 4kV (Additional surge protection device of 10kV also provided in-built in fixture). Modular (2x2) refractive lens in PMMA with Type I/II/III/IV photometric distribution options. Protection screen in clear tempered glass with impact resistance IK08. LM80 reported lifetime: 50,000 hours (Ts: 85°C minimum). LM79 & LM80 reports from 3rd party NABL / UL / Intertek Laboratory to be submitted.PWD SOR / Road & bridges/ ammendment no. 1147/ sor item no. 21.271.1 pg no. 0340 watt, color temp, 3000-6500k as required minimum dimensions |
| 22 | boundary wall |
| 23 | Earth work in excavation for pipe trench in all kinds of soil in areas including dressing, water-ringa and raming and disposal of excavation earth lead up to 50 meter sand lift u to 1.5 m, disposal earth to be leveled neatly dressed. All kinds of ordinary soil for boundary wall 1.20*1.20*1.20*40 columns18.2.1/227/vol. Ii |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level.Cement concrete gradeM-10 (NominalMix) with 20mm maximum size of stone aggregate M10for boundary wall 1.20*1.20*0.10*40 columns4.1.4/32/vol. II |
| 25 | 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 : M20Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate upto plinth level5.1/32/vol. II |
| 26 | for boundary wall 1.10*1.10*1.10*30 columns |
| 27 | for plinth beam 90*0.20*0.30 + |
| 28 | 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 and upto floor two level excluding cost of centering, shuttering and reinforcement etc above plinth levelfor boundary wall 0.20*0.30*2.80*40 columns5.2 |
| 29 | 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 floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (NominalMix) with 20mm maximum size of stone aggregate.for beams 60*0.2*0.30=1.98cum5.3 |
| 30 | Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire,wastage and overlaps upto12mm horizontal/ inclined position of reinforcement bars in slab and beams,plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (overlaps shall be provided as per requirement of IS:13920; IS456&SP: 34) etc. complete.5.1/47/vol. IIThermo-Mechanically Treated bars. (Fe 500 D or more)For boundary wall |
| 31 | Brickwork with well burnt chimney bricks in bulls patenttren chkiln manufactured by ghol process, crushing strength not less than 40kg/sqcm and water absorption not more than 15% in foundation and plinth.Cement mortar 1:4 (1 cement : 4 coarse sand) in boundary wall6.1.1/47/vol. II |
| 32 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of formwork by sheet plate or plywood shuttering for :19.1/208/vol. II |
| 33 | Foundations, footings, bases of columns, etc. For mass concrete |
| 34 | Walls(anythickness) including attached pilasters, butteresses, plinth and string courses etc |
| 35 | 12 mm cement plaster of mix :1:4(1 cement: 4 sand) 70*2.50*213.1/160/vol.II |
| 36 | Finishing walls with textured exterior paint of required shade :New work(Two or more coats [email protected]/10sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm.1:4(1 cement: 4 sand) 13.43/163/vol.II Please Enable Macros to View BoQ information |
