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| 1 | Description of Items |
| 2 | Local road Dismantling of exiting structure like culvers bridge retaining wall and other structure comrising of brick masonry including disposal oh un serviceable material and stacking the serviceable material wiyh all lift and lead of 100 0 m as per technical specification Clause 202 cement |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transportincluding loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. |
| 4 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources.(DSR 2023 SI NO 4.1.8) |
| 5 | P/F of 65 mm (+/- 2 mm) thick Chaunar sand stone flooring over 20 mm (average) th . Base of cement mortar 1:5 (1Cement:Coarrse sand ) with joints 3mm th side buttered with cement mortar 1:2 (1cement : 2 Stone Dust) adnixed with pigment to match the shade of stone and pointing with same mortar sand stone. |
| 6 | 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.Concrete of M25 grade with minimum cement content of 330 kg/cum |
| 7 | Construction of masonry Chamber for House Pit inside 30x30x75 cm, in brick work in cement mortar 1:4 (1 Cement:4 Coases Sand) for house pit with RCC MH Cover Grad M30 fixing with cement concreat 1:2:4 (1 Cement:2 Coarse Sand :4 graded stone aggregate 20 mm ) and Same for inside, Inside plastering with cement mortar 1:3 (1Cement:3 Coarse Sand) 12mm thick finishing with a floting coat of neat cement complete with all respect as per direction of engineer Incharge. |
| 8 | Construction of brick masonry Rain Water connection pit in first class brick of following type and size in cement mortar 1:4, M.S coverwith hinge lock,foundation concreat 1:2:4 inside and out side plastering 12 mm th cement mortar 1:3 with floating coat of neat cement complete. |
| 9 | SEWER LINE WORK, DISMENTALING/RE-INSTATEMENT, BARRICADINGProviding and erecting temporary barrricading at site as per drawing/direction of engineer in-charge which include writing and painting arrangment of traffic diversion such as traffic signals during constuctions at site for day and night,The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to anothe location as many time as required during the excavation of the entiar work till its completetion.The barricading shall be removed without proir approval of i/c |
| 10 | EARTH WORKExcavation by manually or mechanically up to following depths below G.L. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, levelling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item)3001- 00.00 - 1.50m B.G.l |
| 11 | Dismentaling of old existing sewer pipe and removal of material by mechanical transport up to a lead 100m from site of work including all material labor T&P etc complete. |
| 12 | BEDDINGProviding and laying granular bedding with carefully compaction graded hard crusher broken stone of 100 % passing through 20 mm sieve ,20 - 50% passing through 10 mm sieve and 100% retain on 6 mm sieve and dimensions are as approved Drawing for 0.00 to 1.5m106.2-0.00 - 3.00m |
| 13 | RCC PIPE NP3 CLASSProviding and conveying to site RCC pipes with sulphate resistant cement of following class (with s/s ends) and diameter as per IS 458-2003 (Amended upto date) including all taxes (Central and Local) with Rubber gaskets as per IS 5382-1985 or (amended upto date) including cost of Rubber gaskets labour required transpotation loading and unloading and stacking etc (excluding cost of laying jointing testing and commissioning) The pipe shall be ISI Marked NP3 Class 250 mm Internal Diameter |
| 14 | LOWERING & LAYING OF RCC PIPES/HDPE PIPESCarting of following size RCC pipe (NP3 Class socketed / spigoted) rubber ring joined and special from store to the work lowering the same into the trench through the alignment including excavation of earth below invert level commissioning etc. complete but excluding excavation and refilling of tranches from ground level to the invert level of pipe.250 mm Internal Diameter Pipe0.00 - 1.50 m BGL |
| 15 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Km from the site of work and including watering, dressing etc.rate to include the cost of all material, T&P etc. required for proper completion of work |
| 16 | INTERCONNECTIONProvision for inter connection in between proposed sewer line and existing disposal point including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect. |
| 17 | MANHOLES, BRICK: CIRCULAR/RECTANGULAR/PRECASTConstruction of brick masonry service connection pit in first class brick of following type and size in cement mortar 1:4, P.C.C. top slab with 1:2:4, plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including CI steps (PVC encapsulated) staggered at 0.3 m interval, R.C.C arch above pipe icluding excavation, reinforcement and form work, SFRC heavy duty frame and cover as per standard design drawing..(25% reduced rate due to not outer plaster,lesser height that prescribed.) Manhole 609x609 mm depth 1.2 to 2.2m (As per Site Requirement) |
| 18 | SHIFTING OF UTILITIES/SITE CLEARANCEProvision for shifting and reinstatement of domestic water pipe connection by HDPE pipe with all labour,materaial T&P etc. |
| 19 | Provision for site clearance after construction period and unforeseen items. Please Enable Macros to View BoQ information |
