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| 1 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 2 | All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 6 | 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) |
| 7 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. |
| 8 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x 2.00m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/ horizontal members/ bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding / riveting. The panels shall be made so that gap of 50 cm above the ground is available making over all height as 2.50m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. |
| 9 | The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 10 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 11 | 450 mm dia RCC pipes. |
| 12 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 13 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 14 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 16 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 18 | All works up to plinth level: Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 19 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : |
| 20 | 300 mm diameter S.W. pipe |
| 21 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : |
| 22 | 0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 25 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level |
| 29 | Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 30 | Modified Estimated Cost after Using Correction Factor on DSR 2023 on Account of GST @ 0.973 |
| 31 | Deduct Cost Index @0.09% On DSR Items = |
| 32 | Providing services of JCB for excavation/loading of Malba, removing of encroachments and cleaning of carriageway i/c cost of POL, Driver, Supervisor all complete for 8 hours / day duty as per directions of Engineer-in-Charge. |
| 33 | Desilting and taking out of debris silt rubbish etc. from drain/ sump of all size and diameter (Rectangular/Circular), which are heavily surcharged, by super sucker machine which consist of (one No. chassis mounted machine having suction capacity of minimum 4000 cum/hrs at 80% vacuum, 2 No. chassis mounted dump tanks having capacity of 10 cum i/c) safe disposal of silt with in municipal limits. The operations of desilting should be videographed at each location of super sucker for a period of minimum 10 minutes per day basis and providing three sets of CD as directed by Engineer in charge. The operation should also be photographed at each location, minimum ten photographs on per day basis and giving three sets of photographs, supply of all materials, labour, T & P, temporary power connection with stand by generation set of capacity at least 62.5 KVA gas detector, forced air ventilators wherever required etc. and provision of safety equipment as per guide line laid in (IS-11972*1987), international standard, traffic control arrangement and proper lighting at night, barricading, display of signboard, insurance of worker ensuring all safety measures/precautions and cleaning of site. Removal of all hindrances obstructions, unforeseen items, permission from other deptt. (Deptt. will only assist in getting the permission etc.) cutting of bituminous road, excavation, demolishing of brick work/CC/RCC wherever required and restoring the same. All inclusive and nothing extra be payable. The super sucker machine shall be called as per requirement at various locations. |
| 34 | Providing and Running Tractor PTO driven positive displacement Rotary Lobe Pump of flow rate not less than 200cum/hour or more enhanced capacity of approved brand with 100/150 mm dia. Suction pipe and delivery pipe having length upto 50 meter, tractor of adequate HP, idling speed 540 rpm scalable to 600 rpm round the clock at site of work for pumping/bailing out drainage/rainy/storm water/ sump drain/ emergency dewatering of stagnated water of road surface etc., including all incidental charges as and when required including carriage of pump, positioning of pump, engaging driver round the clock in three shifts and necessary T & P as required for smooth running of pump complete as per the direction of Engineer-in-Charge. The unit rate is for one pump per day along with Tractor & 3 drivers one in each shift (Day means 24hrs. of a day) & one beldar for night shift. The Contractor shall provide Smart Phone to Concerned drivers, GPS tracking device with 360 degree Sim based camera installed on tractor & Supervisors and share their number to the department on their letter heads. The contractor will ensure that such mobile numbers remain all the time active till completion of work. Nothing extra shall be paid on this account & if contractor fails to provide and deploy Tractor & pump after direction of Engineer-in-charge or his representative compensation of Rs. 25,000/- per day per pump will be recovered from contractor from his payment. |
| 35 | Idle Period |
| 36 | Runing period |
| 37 | Hiring of 12 Horse Power diesel engine pump set, trolly mounted with skilled pump operator staff round the clock with 100x100mm suction & delivery pipe along with 100mm dia. P.V.C pipe 15 m long, foot valves complete for removal of water logging from different locations as and when required by Engineer-in –charge, including cost of all accessories, Operator/Mate round the clock in three shifts, deisel, lubricant oil, caution board / sign board, barricading, watch & ward and tents / shed including running/idle conditions etc., complete. as per the direction of Engineer-In-Charge. |
| 38 | Hiring and running charges for providing and operation of trolley mounted moveable diesel engine pump set of 82 BHP to 85 BHP self start provision i/c set coupled with pump of Ashoka Leyland, Kirloskar or equivalent of having discharge with 100 LPS (Litre per second) with 200 mm dia delivery pipe of length not less than 50 metre free of cost at site round the clock at site for pumping out/bailing out/ storm water from sump/stangated area or road as per direction of engineer-in-charge. The cost of work i/c the hire charge of diesel pump set, operator with Khallasi, T & P required for running of the diesel engine pump for different location on road. The diesel pump may be shifted as when required at site as per full satisfaction of 'Engineer-in-charge. |
| 39 | Providing services of sewerman/beldar in proper Safety jacket/uniform with necessary T&P like, Plastic/polyethene bags, bamboo, rope, phawrah, broom, tasla, etc. for removing vegetation, brooming/sweeping of footpath surface, picking of papers, polyethene ete, including cleaning of GT Chamber, road surface, removing the water from road surface whenever required, etc. for 8 hours shift, all complete as per the direction of Engineer-in-Charge. |
| 40 | Supplying of Grating with frame of size 500x450mm. |
| 41 | Providing the service for supervisor, having knowledge of road maintenance and civil work, equipped with Motorcycle, android mobile at list 5.0” screen i/c internet & Data transfer facility, conversant in Hindi and English for daily inspection/Supervision of roads under the jurisdiction of PWD Division Sub division 3 and 4 as per direction of Engineer-in-Charge for wroking hours of 8 hours shift. (No extra payment will be admissible, rates are inclusive of all expenses). |
| 42 | Providing services of maintenance van of approved make of Mahindra Bolero Maxx or equivalent with minimum engine capacity 2500 CC or more and GRAP Stage-IV compliant, of specified size having provision for installing GPS tracking device with 360 degree Sim based camera conforming to Particular Specifications as mentioned in the NIT document. The GPS System with 360 degree sim based camera shall be provided and fixed by the agency in the maintenance van and further maintenance and operation of the same shall be done by the agency. The maintenance van shall be provided with one supervisor with smart mobile phone facilities, four beldars, One driver and one mason with essential tools like bituminous road cutter, automatic plate vibrator, Air compressor, Hilti breaker and other manual tools required for civil repairs, etc. as mentioned in the Particular Specifications in NIT document for carrying out the following activities complete to the satisfaction of Engineer- in-Charge.Note:(1.) The hire charges of maintenance van is on per day basis are for normal working hours of 8.00 Hrs. shift, however the van should be mobilised by the agency in case of urgency /emergency, other than normal working hours within two hours of giving instructions by Engineer-in-charge for which payment shall be made as per relevant item.(2.) Include cost of services of operating staff/driver, Cost of lubricating oil, diesel/Petrol/Kerosene oil, CNG, other consumables for running the maintenance van, required tools and equipments for carrying out below mentioned works. Daily inspection of roads for observing the deficiencies mentioned below and rectification as per time schedule of scope of work . |
| 43 | (i) Damaged Carriage way /NMV/Footpath /Central verge /Side verge.(ii) Missing manhole covers.(iii) Chocked bell mouths /Kerb Channel.(iv) Water logging if any.(v) Obstruction in the Carriage way /NMV /Footpath.(b) Minor repair of footpath by fixing paver block or with C.C. & minor repair of Kerb stone by fixing kerb stone with cement mortar (material will be supplied by the department free of cost). (c) Keeping the roads free from unauthorized banners, posters, hoardings, flex boards unauthorized overhead signage or advertisement boards anywhere in the ROW of the roads either in Central Verge, Footpath etc.(d) Keeping the drains free from floating material(e) Relocation of dislocated grills, railings, manhole /drain covers and kerb stone.(f) Cleaning of road side low height manually accessible fixture and fitting including supporting structures.(g) Other minor / petty repair works for which material to be supplied by department at free of cost.(h) Removal of unclaimed malba, construction waste etc. from Road side and disposal of at temporary collection site of sub division/Division. Please Enable Macros to View BoQ information |
