Tender For Balance Work Of Type 4 Avas For Pwd Officers - Remaining Work In Type 4 Houses For Pwd Officers In Mainpuri District - Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (Chap.-4, SI. No. 251) 2 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (Chap.-5, SI. 274(a) 3 Class-150 (Non Modular) brick work in 1:3 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chap-6, SI. 6.8) 4 12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. (Chap-13, SN 1, DSR 13.9.1) 5 RCC work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (Chap-5, SI. 5.1(5.1.2)) 6 Mild steel or Iron In, plain work shch reinforced concrete or reinforced brick wo (when not Included in over all rates) wrought required shape as necessary, including bendi for proper completion of the work and Includia supply of all steel and wastage & over lapping hooks. S.I.No.504 7 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 20mm nominal size) laid in one layer finished with floating coat of neat cement (40mm thick floor) (Chap-14, SN 5 SI 665) 8 Boring/ Drilling bore well of required dia for casing / strainer pipe by suitable method prescribed in IS 2800 (Part -1) Including collecting samples from different strata preparing and submitting strata chart / bore log including hire & running charges of all equipment tools plants & machineries required for the job all completion.as per direction of Eil.upto 90 mtr. depth below ground level. DSR No. 23.1.1.1 9 Supply and assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dla, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -In-charge. 150 mm nominal size dia. Item No. 23.3.2 10 Supplying and assembling lowering and fixing in verticle position in bore well unplasticized PVC medium well screen (RMS) pipe with ribs conforming to IS 12818 Including hire & labour charges fitting & accessories etc. all completion. For all depth as per direction of E/I. up to 90mtr depth below ground level 150 mmDia. Item no. 11 Gravel packing in tubewell construction in accordance with IS 4097 Including orovinding gravel fine / medium / coarse in required grading & sizes as per actual requirment all completion as per direction of E/I.. DSR No.23.8 12 Supply and filling spreading & leveling Pebbles of size range 5mm to 10mm in recharge pit in the required thickness for all leads & lifts all completion.for all depth as per direction of EΛ.. DSR No. 23.6 13 Supply and filling spreading & leveling Brick balast boulders of size range 5 Cm to 20Cm In recharge pit in the required thickness for all leads & lifts all completion.for all depth as per direction of E/I.. DSR No. 23.5 14 Supply and filling spreading & leveling coarse sand of size range 1.5 mm to 2.0 mm in recharge pit in the required thickness for all leads & lifts all completion as per direction of E/I.. DSR No. 23.7 15 Supply and fixing of 110 mm dia PVC pipe 6.0 kg/cm2 heavy quality including all type of material, labour, T&P etc. complete for proper completion of the wrok. fem No. 12.41.2 16 Supplying and fixing C.I. cover without frame for manholes: 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 19.18.2/. 17 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 150 mm dia Item No-23.13.2 18 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800(part ), Including necessary bolts &nuts of reuired size complete 150 mm clamp Item No. 23.14.2 19 Providing and fixing Ball plug/ Bottom plug of required Diato the bottom of pipe assembly of tubewell as per IS: 2800(part ),150 mm Item No. 23.15.2 20 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. (Chap.-15, SI. No. 31 New) 21 Finishing walls with exterior emulsionpaint (Apex) ofapproved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat ofprimer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. (Chap-15 SN 35 New) 22 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 23 Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 24 Mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. (Chap-10, SI. 503) 25 Conditions:- SCHEDULE - “C”1- Bitumen V.G.-10 shall be issued from the centralstore CD-3, PWD, Mainpuriat Stock issue rate at the time of issuing the material from the store and the bitumen will be recovered from the contractors bill at the stock issue rate or market rate whichever is maximum.2-Emulsion if available shall be issued from the central store CD-3, PWD, Mainpuriat Stock issue rate at the time of issuing the material from the store.3- There shall be no claim of contractor, if the material is not issued by the department due to non-availability in store or any other reason.4- The unconsumed material issued in excess of bonafide consumption norms, shall have to be returned back to the store as mentioned above, failing which a recovery at the Penaltative rate, i.e., double the issue rate shall be made from the contractor’s bill.5- Contractor have to return empty bitumen drums / emulsion drums immediately, failing which a recovery at the punitive rate i.e., Rs. 3000 per drum shall be recovered from the contractor’s bill.6- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2450 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2450 per day shall be made from contractor’s bill for idle period.7- All material should be purchased from approved quarry
