KANTI BIJLEE UTPADAN NIGAM LIMITED (KBUNL) (A Joint Venture of NTPC Ltd. And BSEB ) NOTICE INVITING TENDER NO. 50/OT/KBUNL- MTPP/Balance-Formation /PKG-II/2014 Dated 10.11.2014 Tender and Contract document for balance work of PKG-II consisting of earthwork in railway formation including blanketing materials, construction of Minor Bridges, and construction of drains etc in connection with Construction of Coal transportation system for Muzaffarpur Thermal Power Project, Stage-II (2x195MW) of Kanti Bijlee Utpadan Nigam Limited(KBUNL) at Muzaffarpur, Bihar. PART- 2 FINANCIAL BID CONTENTS SCHEDULE (BILL) OF QUANTITIES (Percentage Rate Contract) Issued to (Name of Tenderer): Address of tenderer: Signature of officer issuing the documents Designation Date of Issue RITES Ltd. (A Govt. of India Enterprise) Regional Project Office Metro Railway Service Building, 2 nd Floor 56 C. R. Avenue, Kolkata-700 012 Under seal of the firm Page 1
ABSTRACT OF SCHEDULE (BILL) OF QUANTITIES (PERCENTAGE RATE CONTRACT) Name of the work: Balance work of PKG-II consisting of earthwork in railway formation including blanketing materials, construction of Minor Bridges, and construction of drains etc in connection with Construction of Coal transportation system for Muzaffarpur Thermal Power Project, Stage-II (2x195MW). Of Kanti Bijlee Utpadan Nigam Limited (KBUNL). (PERCENTAGE TO BE QUOTED BY THE BIDDER) SCHEDULE DESCRIPTION TOTAL ESTIMATED COST (IN RUPEES) (A) Railway Formation and blanketing works. Rs.6,76,64,158.47 (Rupees six crore seventy six lakh sixty four thousand one fifty eight and paise forty seven) (B) Bridge & Drain works. Rs. 5,50,41,456.37 (Rupees five crore fifty lakh forty one thousand four fifty six and paise thirty seven) TOTAL ESTIMATED COST OF SCHEDULES (A) TO (B) (RUPEES) PERCENTAGE ABOVE (+) OR BELOW (-) OF TOTAL ESTIMATED COST OF SCHEDULES (A) TO (B) AS QUOTED Rs.12,27,05,614.84 (Rupees twelve crores twenty seven lakhs five thousand six fourteen and paise eighty four) PERCENTAGE IN FIGURES PERCENTAGE IN WORDS * (+) or (-) * (PLUS) or (MINUS) TOTAL QUOTED COST OF SCHEDULS (A) TO (B) BASED ON PERCENTAGE QUOTED (+) or (-) (RUPEES) AMOUNT IN FIGURES (RUPEES) AMOUNT IN WORDS (RUPEES) LESS REBATE ( (IN WORDS) %), IF ANY Rs. NET QUOTED COST OF SCHEDULES (A) TO (B) (RUPEES) * strike out which is not applicable i. SIGNATURE OF AUTHORISED SIGNATORY OF TENDERER ii. NAME OF SIGNATORY iii. NAME AND SEAL OF TENDERER iv. DATE v. PLACE Under seal of the firm Page 2
SCHEDULE (BILL) OF QUANTITIES Open Tender Notice 50/OT/KBUNL-MTPP/Balance-Formation /PKG-II/2014 Dated 10.11.2014 Name of the work: Earthwork in railway formation including blanketing materials, construction of Minor Bridges, and construction of drains etc in connection with Project Management & Construction of Coal transportation system for Muzaffarpur Thermal Power Project, Stage-II (2x195MW). of Kanti Bijlee Utpadan Nigam Limited(KBUNL) at Muzaffarpur, Bihar. SCHEDULE A (Railway Formation and Blanketing Works) SL Description of Item Unit Qnty. Rate Amount (Rs.) 1 Site clearance including removal of grass/vegetation, shrubs and trees up to 30cm girth as per specification and disposal with all lead as directed by the Engineer in Charge sqm 50000 9.40 (Rupees nine and paise forty) 470000.00 2. Felling of trees of girth ( measured at a height of 1m above ground level) including lead and stacking of material within 100m. Note: 1. When girth over 60 cm and upto 1.5m 3 Earthwork in cutting (classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine & materials and removing & leading all cut spoils either to make spoil dumps beyond 10m from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water, if required, etc. complete as per directions of the Engineer-in-Charge. The work is to be executed as per latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of KBUNL and to be deposited in the KBUNL godown unless specified otherwise in the Special Conditions of Contract Note - (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the KBUNL In all conditions and classifications of soil except rock Each 64 298.40 ninety eight and paise forty) cum 18050 163.81 (Rupees one sixty three & paise eighty one) Under seal of the firm Page 3 19097.60 303048.50
4 Removal of excavated / slip earth / cum 5000 137.35 (Rupees 686750.00 debris / malba from the site of works to any other place outside KBUNL one thirty seven & Land/premises, including all paise thirty five) excavations, handling, re-handling, loading, unloading & leading etc. all labour and material as a complete job. Removal of Earth (all kinds of soils)/rocks, Boulders including mud/slush, slipped earth in catch water drains, side drains, over berms in cutting, water way of bridges, over coping of toe/breast/retaining walls, etc. including crossing of nallah, railway tracks, making/repairing approach roads, if required, all lead, lift, ascent, descent, or any other obstruction. Earth spoils to be dumped out side the cutting or railway embankments as per direction of Engineer-in-charge. 5. Earthwork in filling in embankment, guide bunds, around buried type cum 33933 242.05 (Rupees two 8213482.65 abutments, bridge gaps, trolley forty two & paise refuges, rain bunds, if provided, zero five) platforms etc. with earth excavated from outside MTPS boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetation growth, heavy grass, benching of existing slope of old bank, all handling/rehandling, taxes, octroi and royalty etc. as a complete job, but excluding of compaction which shall be paid separately. Cut trees shall be property of KBUNL and to be deposited in the KBUNL godown unless specified otherwise in the Special Conditions of Contract. Under seal of the firm Page 4
6. Supplying, laying & spreading cum 35972 1574.51 56638273.72 Blanketing material as per RDSO specification over the embankment / cutting in layer of 30 cm in loose state to make the embankment of designed profile as per approved drawing and specification. The rate thousand five seventy four and paise fifty one) shall include cost of material, all lead, lift ascent,descent, testing, supply of labour, royalty/taxes, initial site clearance, cutting of shrubs, removal of roots of vegetation growth & heavy grass, surfacing & leveling to give required slope, benching, if required on existing bank slope, dressing and finishing of bank, final dressing of slopes and top surface as per specified camber using contractor s own machinery, equipment, T&P, labour etc. as a complete job. note: (i)compaction of blanketing will be paid by item no -07 (ii) Measurement shall be recorded for the compacted layer of blanketing material. on pre & post work level. 7. Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor s rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable material and all labour as a complete job. The work is to be executed as per Latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. 8. Dismantling steel work and trusses upto 10m span and 5m height in built up sections in angles, tees,flats, and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc including dismembering and stacking within 50m lead. 9. Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note - Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period, if the turfing is properly rooted.turfing with sods, 10cm thick and 20cm square closely laid Cum 69905 14.80 (Rupees fourteen & Paise eighty) Kg 10000 1.15 (Rupee one and paise fifteen) Sqm 5570 51.60 (Rupees fifty one and paise sixty) 1034594.00 11500.00 287412.00 Under seal of the firm Page 5
SL Total of Schedule A Rs.6,76,64,158.47 Description of Item Unit Qnty. Rate Amount (Rs.) 1 Earthwork in excavation for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil upto a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. All kinds of soils 2 Demolishing plain cement concrete including disposal of material within 50m lead a 1:2:4 or richer mix with max. 20 mm coarse aggregate b Mix leaner than 1:2:4 with coarse aggregate larger than 20mm Schedule-B (Bridge and Drain Works) cum 7700 292.93 22,55,561.00 ninety two & paise ninety three) only Cum 150 489.61(Rupees four eighty nine & paise sixty one) only cum 35 297.24 ninety seven & paise twenty four) only 3 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar cum 225 400.63 (Four & pause sixty three only) 4 Supplying, spreading and filling coarse sand (non cohesive materials to be used) of approved quality including watering and ramming in foundation, plinth, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor s labour, materials, tools and plant. Cum 1232 1318.44 thousand three eighteen & paise forty four) only 73441.50 10403.40 90141.75 1624318.08 Under seal of the firm Page 6
5. Providing and laying in position Cum 1700 7829.10 1,33,09,470.00 machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast in-situ) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of cast in-situ RCC box of size upto 5m (bigger inside dimension) including (Rupees seven thousand eight twenty nine and paise ten) finishing. Admixtures in recommended proportions (as per IS:9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for reinforcement and shuttering shall be paid extra. 6. Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M-25 grade (cast insitu) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, excluding the cost of centring, shuttering and finishing complete as cum 1520 7649.80 (Rupees seven thousand six forty nine and paise eighty) 1,16,27,696.00 per drawings and technical specifications as directed by Engineer. Payment for reinforcement and shuttering shall be paid extra. 7 Plain Cement concrete 1:2:4 (1 cement, 2 coarse sand and 4 stone agreegate) nominal mix with Contractor's cement, broken hard graded stone aggregate 20mm down and sand of approved quality in foundation, etc., including all labour and materials required for curing, tools & plants for work, dewatering, if required during progress of work, with all lead, lift, descent, loading, unloading, royalty, filler materials etc., complete in all respect excluding shuttering works. cum 340 6656.79 (Rupeessix thousand six fifty six and paise seventy nine) 2263308.60 Under seal of the firm Page 7
8 Supplying reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete - Thermo Mechanically Treated bars Kg 271500 64.46 (Rupees 17500890.00 conforming to IS-1786, Fe-500 sixty four & (SAIL,TISCON,SRMB,RINL & JSPL) paise forty six) 9 Providing and applying two coats of coal tar or bitumen confirming to IS:3117-1965 on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer sqm 3085 104.98 four & paise ninety eight) 323863.30 10 Centering and shuttering including strutting, propping etc. and removal of form for : a Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc. b Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc. Hand Packed dry boulder filling on 11 the back side of abutment, return wall, wing wall, drop wall, bridges floor at flow area etc. including supply, carriage of stone. Cost of all material & labour with all lead & Lift with boulder size 200mm to 250 mm. 12 Providing weep holes by making suitable openings in plain/rcc concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structural complete 13 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge sqm 8436 138.30 thirty eight & paise thirty) sqm 3519 227.40 twenty seven & paise forty) cum 781 1087.65 thousand eighty seven & paise sixty five) metre 293 373.93 (Rupees three seventy three & paise ninety three) cum 206 1087.65 thousand eighty seven & paise sixty five) only 1166698.80 8,00,220.60 8,49,454.65 109561.49 224055.90 Under seal of the firm Page 8
14 Providing and laying of filter media cum 390 943.42 3,67,933.80 consisting of granular material of GW,GP,SW groups as per IS:1498-1970 in required profile behind boulder filling of abutment, wing wall /return wall etc. above bed level with all labour and material complete job (Rupees nine forty three & paise forty two) only as per drawing and technical specification of RDSO Guide line. 15 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of Grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with betonite solution and temporary casing of appropriate length for setting out the removal of same and the length of the pile to be embeded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (lenght of pile for payment shall be measured upto bottom of pile cap) 500 mm dia Metre 550 2626.25 1444437.50 thousand six twenty six and paise twenty five) 15. Any other unforeseen item which may LS 10,00,000.00 arise during the execution of the work, not covered under the items of work ( 1 to 9 of Schedule- A and 1 to 14 of Schedule- B above) shall be operated from E.C.Railway unified standard schedule of rates 2012. Basic cost Rs.10,00,000/- Total of Schedule- B 5,50,41,456.37 Grand total ( Sch-A+B) 12,27,05,614.84 Under seal of the firm Page 9