| 1 | BILL OF QUANTITIES/PRICE SCHEDULE NMDC LIMITED (A Government of India Enterprise) NMDC WORKS - KIRANDUL BIOM Kirandul Complex Tender Enq. No.: Works-Kirandul/ Monsoon Preparatory 2026-27/2807/2026/47 Dated: 03/04/2026 MSTC Ref. No.: NMDC/Kirandul/Works/2/26-27/ET/13 Name of Bidder Sl. No. DESCRIPTION 1.0 Total Quoted value of Schedule-A exclduing GST 0.0 2.0 Total Quoted value of Schedule-B exclduing GST 0.0 3.0 TOTAL = Sch-A + Sch-B = 0.0 4.0 ADD GST@18% ON TOTAL A+B 0.0 5.0 TOTAL QUOTED PRICE INCLDUING GST 0.0 BILL OF QUANTITIES/PRICE SCHEDULE NMDC LIMITED (A Government of India Enterprise) NMDC WORKS - KIRANDUL BIOM Kirandul Complex Tender Enq. No.: Works-Kirandul/ Monsoon Preparatory 2026-27/2807/2026/47 Dated: 03/04/2026 MSTC Ref. No.: NMDC/Kirandul/Works/2/26-27/ET/13 Name of Bidder Sl. No. DESCRIPTION UNIT Quantity RATE (inclusive of all taxes, duties, levies and cess but excluding GST in Rs) Amount SCHEDULE A 1.0 Stabilization, levveling and neatly dressing of dumped soil, including making benches wherever required, making rough trenches etc. as per direction of CONSULTANT/Engineer-In-Charge. cum 423.0 0.0 2.0 Supplying and laying open mesh Jute Geotextile (JGT) for slope protection using steel reinforcement U hooks as per specification, having overall weight of 500gm/m2, thickness 5 mm, width 1220 mm, strength 10 KN/m (in warp direction) and 7.5 KN/m (in weft direction) on slopes of embankments dressed and cut to a stable gradient, providing side lapping of 100 mm and horizontal lapping of 250 mm including cutting and anchoring trenches up to 150 mm depth at top and bottom of slope and refilling the same with excavated earth as per direction complete.(Note: Payment of this item will be made on the finished area of the gabion meshes). Sqm 3000.0 0.0 3.0 Laying & fixing of scrap/used Gabion mesh using steel reinforcement U hooks as per specification for use over sloped benches/berms etc. providing side lapping of 100 mm and horizontal lapping of 250 mm including cutting and anchoring trenches up to 150 mm depth at top and bottom of slope and refilling the same with excavated earth as per direction complete supplied in the form for easy transportation upto 2 km to site of work all complete as per direction of Engineer-In-Charge. ( Note: 1. Payment of this item will be made on the finished area of the gabion mesh 2. Gabion mesh will be issued free of cost). Sqm 3000.0 0.0 4.0 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1:cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Sqm 271.0 0.0 5.0 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 61.0 0.0 6.0 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 153.0 0.0 7.0 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete Sqm 72.0 0.0 8.0 Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 1232.0 0.0 9.0 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars Kg 12240.0 0.0 10.0 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe Rtm 20.0 0.0 11.0 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 900 mm dia. R.C.C. pipe Rtm 50.0 0.0 12.0 Carriage of RE Panel (Reinforced Earth Structure) by mechanical transportation ( using Farana/Hydraulic crane,Truck mounted or mobile crane etc.. Of lifting capacity upto 3-5 Tonne) including lifting,loading , unloading & stacking to a Approved/specified location lead upto 2 Km for all lift, complete as per direction of CONSULTANT/Engineer-In-Charge. Each 800.0 0.0 13.0 Dry stone pitching (with available boulders at site ) 22.5 cm thick laid in courses and required profile , with minimum depth of 20 cm including carriage and stacking of stone, preparing the bedding surface etc. all complete. Sqm 1080.0 0.0 14.0 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and and unserviceable material separately including cutting reinforcement bars. Cum 3.0 0.0 15.0 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Rtm 300.0 0.0 16.0 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia 4 mm Rtm 540.0 0.0 17.0 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg 2645.0 0.0 18.0 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work Sqm 119.0 0.0 19.0 Satna lime wash on walls with one coat. Sqm 860.0 0.0 20.0 Earthwork in excavation using Excavator EX 215 ( i.e. Hiring of Excavator) payment shall be made as per number of hours of utilization of excavator EX 215. ( As & When required) Hours 240.0 0.0 21.0 Deployment of 30 tonne capacity tippers including perational crews, fuel oil, lubricants for loading, unloading. Transportaion of earth/slimes as per direction of EIC ( one day means 8 hours working in a day ) ( As & When required) Day 15.0 0.0 22.0 Dismantling G.I/M.S . pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Above 40 mm nominal bore Rtm 150.0 0.0 23.0 Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B) Cum 108.0 0.0 24.0 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal Cum 2715.0 0.0 25.0 Providing and Fixing precast masonry block walling using 300X200X150mm & 300X100X150mm size made of 50% cement concrete 1:5:8 (1 cement:5 coarse sand : graded stone aggregate 10mm and down gauge) and 50% graded stone aggregate of 100mm and down size by volume of each block. Placing of blocks Cum 18.0 0.0 TOTAL OF SCHEDULE- A 0.0 BILL OF QUANTITIES/PRICE SCHEDULE NMDC LIMITED (A Government of India Enterprise) NMDC WORKS - KIRANDUL BIOM Kirandul Complex Tender Enq. No.: Works-Kirandul/ Monsoon Preparatory 2026-27/2807/2026/47 Dated: 03/04/2026 MSTC Ref. No.: NMDC/Kirandul/Works/2/25-26/ET/13 Name of Bidder Sl. No. DESCRIPTION UNIT Quantity RATE (inclusive of all taxes, duties, levies and cess but excluding GST in Rs) Amount SCHEDULE B 1.0 Engaging of Unskilled Labours for cleaning of drains, roads etc., including all tools and tackles with safety items & as per direction of Engineer-In-Charge. ( As & When required) Day 624.0 Bidders no need to quote rate for this item, which is fixed. Please refer “Note” TOTAL OF SCHEDULE - B 0.0 Note for Schedule-B item Contractor is requested not to quote rate for the item No-1 of Schedule-B. The rate is fixed. In case of increase/decrease in minimum basic wages of laboures as notified by the Chief Labour Commissioner (C), Government of India and subsequent orders issued by Project Personnel Department, Kirandul Complex from time to time as received by the concerned office during the contract period, the difference amount and PF shall be paid to the contractor by NMDC along with the service charges at finally agreed percentage (i.e. 7.0%) on the revised minimum wages. Similarly decrease in the minimum wages will be adjusted from the contractor's accounts. The rate for this item has been derived by considering the basic rate of unskilled labour w.e.f 01.10.2025. Bonus: If applicable, Contractor has to pay the Bonus amount to labours supplied under item No-1 of Schedule-B in execution of work No claim for Bonus amount by the Contractor to NMDC It may be noted that Rate derived for unskilled labour is inclusive of Bonus. No reimbursement against payment of bonus to the eligible labour deployed under Schedule B, will be given. However, contractor has to produce documentary proof of payment of applicable bonus to eligible labours at the time of obtaining IR Clearance from Personnel Department before payment of final bill. |
