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Construction Of Full Package Of Ofd Work In Banjari-A Catchment, P.S.Itawa, District Kota - 16.14 Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy three sets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and Xsection to be measured for payment) 16.14.1.3 L-section of Dam/ Canal In Plain area - Levels for L-section to be taken at interval 30 meter. Per Km Assistance for pre survey work and Re-allotment of new field boundaries for help of Authorized Amin by Govt. to revenue agency by traditional method (only for OFD works under CMA 2023-24)(As per CE (East) and Adll. Secretary CAD Jaipur letter No.4458 dated 05.01.2024) Ha Supply of 3 cm x 3 cm x 30 cm size wooden pegs (Babul, mango or teak wood etc.) Each 18.8 Dag belling 18.8.2 Over 7.5 cm to 10 cm deep 10 M 18.1 Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. 18.1.1 Ordinary sqm Scrapping of grass and shrubs Sqm Ploughing and picking of surface of old embankment Per 10 Sqm Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (a) With initial lead of 250 m 5.17.2 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be achieved is at least 90% Cum Compaction of earth or highly weathered strata (a) By manually or plain roller. (density 90% of Proctor) Cum Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km Cum Taking fly levels of different spots as per requirement of site/instruction by Engineer incharge between water courses/Field channel and field drains to check low and high profile in the terraces and to maintain the individual Khasra work progress in record while doing operation of land shaping with TS/DGPS instrument and prepare and submit cutting/filling quantities calculation sheet on design profile plan including providing in hard and soft copy complete in all respect. (only for OFD works under CMA 2023-24)(As per CE (East) and Adll. Secretary CAD Jaipur letter No.4458 dated 05.01.2024) Ha Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil Cum Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (a) Soft/Loose soil Cum 4257.41 92.00 391681.72 G-11 217 237.00 51429.00 G-12 55543.01 95.00 5276585.95 G-13 G-9 7557.3 25.00 188932.50 G-10 7557.3 12.60 95221.98 G-7 3732 4.60 17167.20 G-8 7557.3 109.00 823745.70 G-5 23000 1.45 33350.00 G-6 37320 5.60 208992.00 G-3 650 14.00 9100.00 G-4 11358.4 12.00 136300.80 Section (Id-130541)- Full Package OFD works of TS (DEId-88258)- Construction of Full Package of OFD work in Banjari-A Catchment, P.S.Itawa, District Kota G-1 17.58 1120.00 19689.60 G-2 220 271.00 59620.00 PERCENTAGE BOQ EE OFD DIV II RMC CAD KOTA BOQ Sno Total Qty Item Rate Amount Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and unloading wherever required with cost of dewatering wherever required complete in all respect (b) Not exceeding 20 cm Cum Providing and laying 75mm thick sand layer in bed (over clays sub grade) duly stabilized with cement slurry (1:20) including all leads and lift of material. sqm 9.9 Providing and Laying in position of Cement concrete Nominal mix (1:4:8) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.9.4 20 mm cum Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. (d) In cement sand mortar 1:6 Cum Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. (a)) In Cement sand mortar 1:3 Sqm 18.17 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 18.17.1 75 mm SQM 10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.1 Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete) sqm 9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 9.7.4 20 mm cum 10.9.2 Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. 10.9.2.2 Tor or ribbed bars (IS :1786) KG Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 600mm ( Excluding Labour Charges ) NP-3 18.28.6.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 600mm (Labour Charges only) RM Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 300mm ( Excluding Labour Charges ) NP-3 18.28.4.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 300 mm (Labour Charges only) RM 26265.60 821539.20 4710449.88 1427.56 299610.00 62527.50 118292.40 584790.43 213469.14 600936.09 15920.65 G-23 90 3329.00 G-24 52.5 1191.00 G-21 825.96 5703.00 G-22 16.04 89.00 G-19 54.72 480.00 G-20 5134.62 160.00 G-17 141.63 4243.00 G-18 106.85 149.00 G-15 3061.73 191.00 G-16 44.79 4766.00 G-14 14604 8.10 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 150mm ( Excluding Labour Charges ) NP-2 18.28.1.4 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 150mm (Labour Charges only) RM Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect (a) Earth / Soil Cum
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