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| 1 | Uprooting Jhund and Moonj with disposal away from site. |
| 2 | Earthwork in cutting or in embankment in ordinary soil exavation to be in the form of irregular pits and earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead as directed by Engineer in charge |
| 3 | Earthwork in cutting or in embankment in ordinary soil exavation to be in the form of irregular pits and earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 8.0 M lift and 200 M lead as directed by Engineer in charge |
| 4 | Earthwork in cutting or in embankment in ordinary soil exavation to be in the form of irregular pits and earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 8.0 M lift and 300 M lead as directed by Engineer in charge |
| 5 | Earth work in foundation in dry ordinary soil (loam/clay/sand) including lift upto 1.8 m and lead upto 30m including backfilling,watering and ramming of excavated earth with removal and disposal of surplus earth as directed by Engineer-in-Charge upto a ditance of 30m from the foundation trenches. |
| 6 | Prepration of subgrade excluding cost of earth work |
| 7 | Supplying and Laying coarse Sand of FM 1.5 or above in seepage drains including cost of all labour material and T&P etc. |
| 8 | Supplying and Laying grade gravel 5 to 20 mm in seepage drains including cost of all labour material and T&P etc. |
| 9 | Supplying and Laying grade gravel 20 to 40 mm in seepage drains including cost of all labour material and T&P etc. |
| 10 | Centering and Shuttering for P.C.C. work including cost of labour material and T&P etc. required for completion of the work. |
| 11 | P.C.C. work 1:3:6 with cement coarse sand and 20 mm stone grit including all cost of lab, mat and T&P. |
| 12 | P.C.C. work 1:2:4 with cement coarse sand and 20 mm stone grit including all cost of lab, mat and T&P. |
| 13 | P.C.C. work 1:1.5:3 with cement coarse sand and 20 mm stone grit including all cost of lab, mat and T&P. |
| 14 | Supplying and Laying Local Sand including cost of all labour material and T&P etc. |
| 15 | Supplying and laying of 200 micron LDPE film. 1st grade including all labour and T&P etc complete. |
| 16 | 75 mm thick C.C. Lining work with 1:2:4 with cement , c-sand & 20mm stone gritt including all labour and T&P etc complete. |
| 17 | Supplying and laying of bituminious Solution Primer on Cement Concrete Surface at 0.24 liter Per Sqm. (As Per DSR 2023 Item Code 22.12) |
| 18 | Poviding and Laying in position bitumen mix filler of Proportion of 80 kg hot bitumen,1kg of Cement and 0.25 Cum Coarse sand for Expansion Joint. (As Per D.S.R.2023 Item Code 5.27) |
| 19 | Providing, laying, jointing & field testing of HDPE pipes confirming to IS 4984/14151/12786/13488 with necessary jointing of pipes by electro fusion /but welding process with all lead and lifts etc complete. |
| 20 | Brick Work in 1:4 ( 1 Cement : 4 Coarse Sand ) with common burnt clay FPS ( Non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V- level in all shapes and sizes in.(As per DSR 2023 VOL - 01 Chp -06 sr no - 6.4.1 page no - 127) |
| 21 | Providing and laying factory made chamfered edge cement concrete paver blocks ( 80 mm thick ) in footpath ,parks,lawns,drive ways or light traffic parking etc of required strength thickness & size/shape made by table vibratory method using PU method laid in required colour & pattern over 50 mm thick compacted bed of sand compacting and proper emedding /laying of inter locking paver blocks in to the sand bedding layer through vibratory compaction by using plate vibrator filling the joints with sand and cutting of paver blocks as per required size and patern finishing and sweeping extra sand . complete all as per direction of Engineer in charge. (As per DSR 2024 VOL - 02 Chp -16 sr no -16.91.2 page no - 261) |
| 22 | Plantation of different types of plants with HDPE Iron support Tree Guard including cost of gobar khad, nirai, gurai, watering T&P etc. including cost of plants and maintenance in two stages complete. |
| 23 | Raking out joints of masonry surface to the required width and depth, with due care and precaution, by mechanical /manual means, including preparing and cleaning the surface for re-pointing / refilling of joints, including disposal of rubbish to the dumping ground within 50m lead. |
| 24 | Providing and fixing double scaffolding system (cup lock type) type on the exterior side of building/structure, up to 25 m height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia MS tube, placed 1.5 m centre to centre, horizontal and vertical tubes joint with cup and lock system with MS tubes, MS tube challis, MS clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a seviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it there after. The scaffolding system shall be stiffened with bracing, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the work men etc. complete as per directions and approval of Engineer-In-Charge. |
| 25 | Cleaning the masonry surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the masonary surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 26 | Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned masonary surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 27 | Ruled / Flush pointing on masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding).pt scaffolding). |
| 28 | Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing masonry surface till there is no further absorption of chemical by masonary surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 29 | Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineerin- charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding). |
| 30 | Providing & mixing integral crystalline admixture for water proofing treatment at the time of transporting of concrete of grade 1:1.5:3 from batching plant with cement coarse sand and 20 mm stone grit in to the drum of the ready mix truck using integral crystalline admixture @ of 0.80 % minimum to the weight of cement content per cum of concrete.( as per cpwd dsr 2023 vol-02 chp-22 sr no-22.22 page no-334) |
| 31 | Stone work one face dressed red sand stone in plain ashlar in super structure upto floor five level in cement mortar 1:6 including pointing with cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade |
| 32 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 including pointing with white cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade |
| 33 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 including pointing in white cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade , Jali slab whithout any chamfers etc. |
| 34 | Providing and injecting approved Epoxy injection grout in proportion recommended by the manufacturer into cracks /honeycomb area of concrete /masonary by suitable gun /pump at required pressure including cutting of nipples after curing etc. complete as per direction of Engineer in charge ( The payment shall be made on the basis of actual weight of approved grout injected ) |
| 35 | P/F Retro reflective sign board are made 2 mm thick alluminium sheet face to be fully covered with engineers ,grade retro reflective as per colour required by I/O the retro reflective sheet shall be proceed on aluminum leased as per recommendation. Text and sign symbols will be computerised and fabricated on N.T. grade . The sheet with lives of extra frame of angle iron 32x32x3mm duly painted .Two posts of M.S Heavey duty chanel of 75x75x5mm3000 mm long and painted with synthetic enamel paint i/c cost of all material labour & T&p etc. required for proper completion of work.(IDSOR 01.09.2024 CHP-22/sr no-70 |
| 36 | Providing and fixing on position R.C.C. cast in situ 25cm. X 25 cm. and 165 cm. length Boundry piller of approved drawing in C.C. up to 75 cm. below the G.L. of pit size 65cm. X 65 cm. (as per approved rate from Sachendi Mr. ideal canal project) Please Enable Macros to View BoQ information |
