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| 1 | Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 2 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 3 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including rammimg and watering in layers not exceeding 150 mm thick with all leads and taxes all complete as per building specificetion and direction of E/I. |
| 5 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 6 | Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : ,….. 1:2:4(1cement:2coarse sand (zone-III):4 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement - All works upto plinth level. : 1:1.5:3 (1 cement: 1.5 coarse sand(zone III):3 graded stone concrete 20mm nominal size) |
| 8 | Reinforced cement concrete work in wall (any thicknes) including attached pillars butteresses, plinth and string courses , fillets, columns, pillars, piers, abutments, posts and struts, etc above plinth level up tp floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand(zone-III): 3 graded stone aggregate 20mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floor, roofs having slove uo to 15° landing , balconis , shelves, chajjas , lintels, bands, plains window sills , stairases and spiral stair cases above plinth level up to floor five level , excluding cost of centering, shuttering , finishing and reinforcement . 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 grade stone aggregate 20mm nominal size) |
| 10 | Repair of RCC Railling (carrying out repair of RCC M-30 Railling to bring it to the original shape ) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for :- Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 16 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 8MM |
| 17 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 12MM, 16MM |
| 18 | providing Tor steel reinforcement of 20mm,25mm,& 28mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 20MM,25MM. |
| 19 | providing Tor steel reinforcement of 20mm,25mm,& 28mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 32MM. |
| 20 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:4) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 21 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 22 | Providing 12 mm. cement plaster ( 1: 6) with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 23 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by the rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 24 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. |
| 25 | Removal of existing cement concrete wearing coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m |
| 26 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie barswherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge\ (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cementused as per design mix is payable/ recoverable separately.16.43.1 Cement concrete prepared with batch mixing machine |
| 27 | Applying epoxy mortar over leached, honey combed and spalled concrete surface anney exposed steel reinforcement complete Technical Specification- CONSIDERING- 80% |
| 28 | Epoxy bonding of new concrete to old concrete. ONSIDERING- 80% |
| 29 | Replacement of expansion joints complete as per drawings . VERTICAL JOINT- 60% |
| 30 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.TRUSS @18KG/SQM |
| 31 | Dry stone pitching 22.5 cm thick including supply of stones andpreparing surface complete. |
| 32 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 33 | Providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. |
| 34 | DI Pipe: Providing and Supplying ISI mark Centrifugally cat (Spun) Ductile Iron Pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 suitable for push-on-joint (rubber gusket D jointing) with cement mortar lining inside the pipes with outside zinc and bittuminous coating- K9 600MM DIA |
| 35 | Sealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 LUM SUM 50 BAGS PER BAG 25 KG EACH |
| 36 | Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. Total bracket length 580 mm of approved shape and design(for single 100 mm dia pipe) |
| 37 | Supplying XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete in an approved manner. 3.5 core 120 sqmm |
| 38 | 3.5 core 70 sqmm |
| 39 | 4 core 6 sq mm |
| 40 | LED Street Light (30W) |
| 41 | 0.5 mtr single arm suitable for 75mm top with PU painted in different colour for conical pole |
| 42 | Distribution Panel- Outdoor stand mounted feeder panel with 63amp TP&N, MCD incomer , 63 amp TP Contactor automatic switching of luminaires power tool control incomer outgoing terminal etc as reqd. |
| 43 | 1 KVA control transformer 415V/230V |
| 44 | Electronic timer on-off delay /off delay 0-30sec |
| 45 | 50/63 amps rating TPN, MCB, \\"C\\" series, 10 KA breaking capacity. |
| 46 | Main Panel- Outdoor stand mounted feeder panel with 63amp TP&N, MCD incomer , 63 amp TP Contactor automatic switching of luminaires power tool control incomer outgoing terminal etc as reqd. |
| 47 | 320 Amp power contactor of type Ac-1 duty 1, 4 pole IS/IEC/60947 - 4-1 |
| 48 | 1 KVA control transformer 415V/230V |
| 49 | Electronic timer on-off delay /off delay 0-30sec |
| 50 | 300 amp, 415 V, heavy duty three phase with neutral bs bar chamber |
| 51 | 320 amps, TPN, switch disconnector fuse unit with ISI marked HRC fuses |
| 52 | 4 pole MCCB with adjustible thermal setting 315 amp, 35 KA |
| 53 | SAND(6 Km radius) |
| 54 | Bricks(15 Km radius) |
| 55 | AGGREGATE(45 KM ) |
| 56 | GST at 18% |
| 57 | Labour Cess at 1% Please Enable Macros to View BoQ information |
