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PROJECT REPORT ON CONSTRUCTION OF WAREHOUSE / GODOWN OF CAPACITY 10000MT AT CSF,SURATGARH, ON NATIONAL HIGHWAY NO. 15 ALONGWITH BOUNDARY WALL, KHARANJA ROAD, OFFICE,SECURITY GUARD POST ETC.TENDER COST: RS. 5000/-STATE FARMS CORPORATION OF INDIA LIMITED(A Government of India Undertaking)14-15, “FARM BHAWAN”NEHRU PLACE, NEWDELHI-110019Central State Farm, Suratgarh- 01509-220084, 220068 (Office)-Fax: 01509- 223877 (Office)e-mail:csfsog@gmail.comWebsite- www.sfci.nic.in

(A Govt. of India Undertaking)Central State Farm, SuratgarhDistt. Sri Ganganagar (Raj.)- 01509-220084, 220006, 220309 (Office)Fax: 01509- 223877 (Office)No. CSF/SOG/4-1(74)/2011-12 Dated 13.01.2012TENDER NOTICE1. The Central State Farm, Suratgarh invites bids for the construction of works detailed in the table given in para-7here in after. The bidders may submit bids for any or all of the works.2 .Bidding is open to all eligible bidders meeting the eligibility criteria as defined in clause No. 3.5 of instructions toBidders should, however, be registered with Central Govt./State Govt. or Central/State Undertakings, Bidders areadvised to note the minimum qualification criteria specified in clause 4 of the instructions to bidders to qualify forthe award of the contract.3. Bidding documents (and additional copies) may be purchased from the office of the Manager Engineerig (Civil)from 15.01.2012 to 04.02.2012 during office hours for a non-refundable fee as indicated; in the form of cash orDemand Draft on any scheduled bank payable at SURATGARH (Raj.) in favour of STATE FARMSCORPORATION OF INDIA LTD.Interested bidders may obtain further information at the same address. Bidding documents requested by mail willbe dispatched by Registered/speed post on payment of an extra amount of Rs. 100/- (Rupees one hundred only).The Management will not be held responsible for the postal delay if any, in the delivery of the documents of nonreceipt of the same.4. Bids must be accompanied by security amount specified for the work in the table below, payable at SURATGARH(Raj.) drawn in favour of STATE FARMS CORPORATION OF INDIA LTD. Bid security will have to be in any one ofthe forms as specified in the bidding documents and shall have to be valid for 28 days beyond the validity of thebid.5. Bids must be delivered to the DIRECTOR, CENTRAL STATE FARM, SURATGARH – 335804 on or before 1100hours on 06.02.2012 and technical bid will be opened on the same day at 1200 hours and Financial bid will beopened at 1500 hours in the presence of the bidders who wish to attend. If the office happens to be closed on thedate of receipt of the bids as specified the bids will be received and opened on the next working day at the sametime and venue.

6. A pre bid meeting will be held on 04.02.2012 at 1700 hours at the office of MANAGER ENGINEERING (CIVIL)TOCLARIFY THE ISSUES AND TO ANSWER QUESTIONS ON ANY MATTER THAT MAY BE RAISED AT THATSTAGE AS STATED IN clause 9.2 of Instructions to Bidders of the Bidding documents.7. Other details can be seen in the bidding documents.Sr.No.1.Name of Work(i)Construction of seed godownsize 21.80mtr.x 125.5Mtr. ,(ii) Construction of main gate,(iii)Construction of weigh bridgeand office,(iv) Construction of Kharanjaroad for an area of 27.25 acrebetween the Godown .(v) Construction of boundarywall for 27.25 acre areaApproximate Bid securityvalue of workRs. (in Lacs.)Cost ofdocuments(In Rs.)Period of completion400.00 12.00 5000 180 daysNote:1. Cement will be provided by farm and tender rate will be without cement.2. Number of Godown may increase or decrease.3. No time extension will be given for execution of work.4. Canal water is to be used for construction work.Manager (Engg. Civil)For Director

Sl.no.STATE FARMS CORPORATION OF INDIA(A Govt Of India Undertaking)CENTRAL STATE FARM; SURATGARH-335804 (Raj.)Name of Work =Construction of Godown (Size. 21.80x125.50 M C/C) two no. at CSF, Suratgarh Near N.H. 15G. SCHEDULERates are without cementRef. BSRPWD,2009Description Qty. Rate Amount1. B-2,1.8 Earth work in excavation in foundation trenches or drains including dressing ofsides and ramming of bottoms ,lift up to 1.5 Mtr. including taking out theexcavated soil and depositing and refilling of jhiri with watering and rammingand disposal surplus excavated soil as directed with in a lead of 50 mtr. In allkind of soil2. B-143.2.7 Providing and laying in position cement concrete including curing ,compactionetc. of specified grade excluding the cost of centering and shuttering ,all workup to plinth level. In 1:4:8 (1 cement :4 coarse sand :8 graded stoneaggregate 40 mm nominal size.)3. B-305.1.7 Brick masonry in foundation and plinth with bricks of class designation 75 incement mortar 1:6 (1 cement :6 coarse sand)4 B-16615.2.2 Providing and laying damp ,proof course with cement concrete grade M-150(1:2:4)mortar prepared with 1% solution of water proof compound including 2course of hot blown bitumen (2 Kg per Sqm)complete as per specification withglass strip 3mm thick at a distance of 1 interval 50 mm thick.5 B-91.39 Providing and injection Chlopyrifous Emulsifiable concentrate 20% with 1%concentrate for PRE-CONCTRUCTIONAL. Ant termite as per treatment as perIS 6313 part III as amended from time to time and creating a continuouschemical barrier under and around the column pits, wall trenches, basementexcavation, top surface of plinth filling, junction of wall and floor along theexternal perimeter of building expansion joints over the top surface ofconsolidated earth of which apron in to be laid surrounding of pipes andconduits etc. complete as per specifications ( Plinth floor area only shall bemeasured for payment.)Heptachlor E.C. 20 % with 10 % concentration.502.59Cum96.87Cum332.01Cum29.44Sqm1953.13Sqm103.00 51766.771490.00 144336.301620.00 537856.20113.40 3338.50358.00 699184.74

6. B-101.41 Filling local sand in trenches ,plinth ,sides of foundation under floor etc. inlayers not exceeding 20 Cm in depth consolidating each deposited layer byramming and watering including all leads and lifts.7. B-184.2.3 Reinforced cement concrete work in walls (any thickness) including attachedpilasters, buttresses ,plinth and string courses, fillets ,columns ,pillars, piers,abutments, posts, and struts etc. up to floor three level including curing,compaction, finishing with rendering in cement sand mortar 1:3(1 cement:3coarse sand) and making good the joints excluding cost of centering shutteringand reinforcement .In 1:2:4 (1 cement : 2 coarse sand :4 graded stoneaggregate 20mm nominal size)8. B-194.3.1 Reinforced Cement concrete work in beams ,suspended floors, roofs girdershaving slops up to 15 D landings ,balconies ,shelves ,chhajjas, lintels ,bends,plain windows sills ,stair cases and spiral stair cases up floor three levelincluding curing, compaction, finishing with rendering in cement sand mortar1:3(1 cement : 3 coarse sand )and making good the joints excluding the costof centering, shuttering and reinforcement . with 1:1.5:3 ( 1 cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size.9 B-224.13.2 Providing and fabricating reinforcement for R.C.C .work including straightening,cutting, bending, placing in position and binding (Including cost of binding wire) all complete up to floor three level. Cold twisted deformed bars ( IS:1786 )2247.28Cum99.33Cum160.17Cum29252kg77.00 173040.561659.20 164808.341712.00 274211.0445.00 1316340.0010.(a10(b)11. B-305.1.75.2B-204.11 Centering and shuttering with plywood or steel sheets including shuttering,propping pressing both ways and removal of form work for foundation inbasements rafts ,footing ,traps beams ,basis of columns etc.up to plinth level.B-214.12.2 Suspended floors, roofs, landings stair cases ,balconies, girders ,cantilevers,bands, coping bed plates, anchor blocks ,sills ,chhajjas , lintel ,beam etc.Brick masonry in super structure with bricks of class designation 75 in cementmortar 1:6 ( 1 cement :6 coarse sand )837.68Sqm999.14Sqm518.02Cum75.00 62826.00137.00 136882.181763.00 913269.2612(a) B-979.28.1 Providing and fixing steel gate grating and grills made or angels ,tees, squarebars or other flats black pipe with holdfast and fittings complete as per design 3000 kg. 58.00 174000.00

and drawing including cutting welding and fabrication with priming coat of redoxide (12 No.)12(b 9.28.3-do- -do-Window 44 No 1320.kg 58.00 76560.0012(c) 9.28.4-do- -do- Ventilator 56 No 1680kg 58.00 97440.0013. 4.7.2(A)P-26 WBM Grading 2 (BSR for rural roads 2010)Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing , rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening /binding materialsto fill-up the interstices of coarse aggregate , watering and compacting to therequired density grading 2 as per Technical Specification Clause-405. for leadOf Ballast up to 20 Kms and all leads of screening ,Binding Material and water(Compacted thick ness as specified to be measured.By Manual Means 808.19cum14. B-13612.9.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking ofjoints etc complete fine finished 20mm thick.15. B-136Plaster on new surface on walls in cement sand mortar 1:6 including racking ofjoints etc complete fine finished 12mm thick.16. B-14212.44.1 White washing with lime to give an even shade including all scaffolding newwork (3or more coats)17. B-14312.47.1 Color washing of all shads to give an even shad including all scaffolding newwork ( 2 or more coats.) with a basecoat of white washing with lime18. B-13011.40.3 35mm thick Rough Chiesel dressed stone flooring of approved shade set inpattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and jointed with cement sand mortar 1:3 complete in all respects.1986.40Sqm1682.40Sqm1682.40Sqm1986.40Sqm2956.3osqm698.00 564116.6056.80 112827.5237.80 63594.725.60 9421.447.30 14500.72275.80 815347.54KOTA STONE (more than 3000 sq cm)19. Providing and laying damp-proof course 50mmThick with cement concrete 1:2:4(1Cement:2 coarse sand :4 graded stoneaggregate 20mm nominal size) 202.00 Sqm 178.05 35966.10

20. Applying a coat of residual petroleum bitumenof penetration 80/100 of approved qualityusing 1.7 kg per square meter on damp proofcourse after cleaning the surface with brushes202.00 Sqmand finally with a piece of cloth lightly soakedin kerosene.58.60 11837.2021. Making plinth protection 50mm thick of cementconcrete 1:3:6 ( 1 Cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size)over 75mm bed of dry brick ballast 40mm86.00 Sqmnominal size well rammed and consolidated andgrouted with fine sand including finishing thetop smooth.222.65 19147.9022. Painting with synthetic enamel paint ofapproved brand and manufacture to give aneven shade.a) Two or more coats on new work. 282.92 35.35 10001.00Sub-Total (A)6482610.63ELECTRICAL WORKS1 Supplying and fixing of following sizes of steelconduit along wih accessories in surface/recessincluding painting in case of surface conduit, orcutting the wall and making good the same incase of recessed conduit as required.25mm02 Supplying and drawing following sizes of FRPVC insulated copper conductor,single corecable in the existing surface/recessed steel /PVC conduit as required.a) 3x1.5 sqmmb) 4x1.5sqmmc) 5x1.5sqmmd) 6x1.5sqmme) 7x1.5sqmmf) 8x1.5sqmmg) 3x2.5sqmmh) 6x2.5sqmmi) 3x4sqmm990.00 Mtr.240133102133314711430160Mtr.Mtr.Mtr.MtrMtr.Mtr.Mtr.Mtr.Mtr.86.00 85140.0032.0038.0045.0052.0058.0065.0043.0073.0058.007680.005054.004590.006916.001798.003055.004902.002190.009280.00

03. Supplying and fixing 12/13 mm flexible metalconduit including connection, painting etc. on80.00 Mtr. 30.0 2400.00surface/recessed as per direction of Engneerin-charge.04 Supplying of aluminum conductor PVC insulted,PVC sheet/XLPE inner sheathed flat steel80.00 Mtr 230.00 33350.00armored power cable of 1.1KV gradeconforming to IS: 1554 (Part-I ) 1988 or latestamended following sizes etc. Make-Havells/NICCO/POLYCABa) 4x25sqmm05 Laying and fixing of one number PVC insultedand PVC sheathed /XLPC aluminium conductor20.00 Mtr 31.00 620.00cable of 1.1 K.V. grade of size not exceeding 25sqmm on surface as required.06 Lying of one number PVC insulated and PVCsheathed /XLPE power cabale of 1.1 KV gradeof size not exceeding 25 sq mm in the existingRCC/ HUME/STONEWARE/METAL pipe asrequired . 125.00 Mtr. 15.00 1875.0007 Providing and fixing G.I. pipes complete withG.I. fitting including trenching and refilling etc(external work)a) 80mm dia nominal bore. 125.00 Mtr 458.15 57268.7508. Fabrication and installation of following size ofM.S. cable tray including horizontal and vertical4.00 Mtr. 279.00 1116.00bends reducer, tees. Cross members and otheraccessories and including painting with powdercoating etc as required.09. Supplying and making end termination with brass compressiongland and aluminum lugs for following size of PVC insulated andPVC sheathed / XLPE aluminum conductor cable of 1.1 KV gradeas required.a) 100mm width x 50mm depth x 1.6mm deep.4.00 Each 137.00 548.0010. Supplying and fixing cable route marker with 10cm x 10 cmx5mm thick G.I. plate with inscription there on . bolts/welded to35mm x35mm x6mm angle iron,60cm long and fixing the samein ground as required.12.00 Each 157.00 1884.0011 Supplying f 1x28watt T-5 lamp luminaire, prewired withyelectronic choke,and ,T-5 28 W lamp having powder coatedCRCA M.S. Box complete with all accessories as required. Make

Surya 0UNIARY-Cat/Sub 128 t-5 EB-1/P-3/Crompton cat ref T-5 50.00 Each 1133.00 56650.00RSF 28E /or equivalent in Bajaj.12. Installation ,testing and commissioning of prewired, fluorescentfitting / compact fluorescent fitting lf all types ,complete with allaccessories and tube etc. directly on ceiling/wall/truss, includingconnection with 1.5sqmm FR PVC insulated, copper conductor,single core cable and earthing etc as required. 50.00 Each 43.00 2150.0013. Supplying and fixing 3 pin,5 amp. Ceiling rose on the existingjunction box /wooden block including connection etc as required.60.00 Each 19.00 1140.0014. Supplying and fixing 20AMPS,240Volts, SPN industrial typeSocket outlet, with 2 pole & Earth metal enclosed plug top alongwith 20AMPS-‘ C’ series SPMCB , in sheet steel enclosure onsurface or in recess, with chained metal cover for socket outletand complete with connection testing & commission etc asrequired. 6.00 Each 520.00 3120.0015. Supplying ,installation, testing and commissioning of 2’-4x24W.T-5 street light luminaire on existing G.I. bracket on wall,prewired with electronic choke,4 nos-2’-4x24 W.T-5lamp.Alumium housing ,anodized reflector,rubber gasketconforming to IP -65 protection wiring with 3x1.5 sq m PVCinsulated copper conductor cable,complete with all accessories,Make P.C. -530579 424DD/Cromption car rf T-5 SHO424EB.8.00 Each 7676.00 122816.0016. Supplying and fixing GI pipe bracket on wall, suitable for fixing abovestreet light made out of 40mm OD B-class GI pipe up to 2.00 meterlength along with 2 sets suitable clamps, nut bolts, including bendingthe shape, smoke gray painted with primer etc as required.8.00 Each 750.00 12000.0017. Supplying and fixing following way, three pole and neutral ,prewired, sheet steel, MCB distribution board, 415 volts, onsurface/recess, complete with loose wire box, terminal blocks,duly prewired with suitable size FR PVC insulated copperconductor up to terminal blocks, tinned copper busbar ,neutrallink earth bar, din bar, detachable gland plate interconnections,phosphatized and powder painted including earthing etc asrequired. (But without MBC/RCCB/Isolator ) 4 way (4+12)double door. 2 Nos Each 5395.00 10790.0018. Supplying and fixing following way, single pole and neutral,prewired , sheet steel, MBC distribution board, 240 bolts, onfurface/recess, complete with loose wire box, terminal blocks,duly prewired with suitable size FR PVC insulated copperconductor up to terminal blocks, tinned copper busbar, neutral

link, earth bar, din bar, detachable gland plae, interconnections,phosphatized and powder painted including earthing etc asrequired (But without MCB/RCCB/Isolator)a) 2+8 way ,Double Doorb) 2+12 way , Double Door19. Supplying and fixing following way , single pole, neutral, sheetsteel, MCB distribution board, 240 bolts, on surface/recess,complete with tinned copper busbar, neutral busbar, earth bar,din bar, detachable gland plate, interconnections, phosphatizedand powder painted including earthing etc as required. (Butwithout MCB/RCCB/Isolator)a) 8 way , Double Door3.006.00EachEach3024.003959.0018144.0047508.006 nos Each 709.00 4254.0020. Supplying and fixing following rating, four pole, 415 volts,isolator in the existing MCB DB complete with connections,testing and commissioning etc as required.a) 63amps 4 nos Each 362.00 1448.0021. Supplying and fixing following rating, double pole, 240volts,isolator in the existing MCB DB complete with connections,testing and commissioning etc as required.a) 32amps 12 nos Each 166.00 1992.0022. Supplying and fixing 5 amps to 32 amps rating, 240 volts, ‘B’ series, miniaturecircuit breaker, suitable for lighting and other loads of following poles in the existingMCB DB complete with connections, testing and commissioning etc as required.a) Single pole288.00 Each 86.00 24768.0023. Providing and fixing M.V. danger notice plate of 200 mm x 150mm,made of mildsteel at least 2mm thick and vitreous enameled white on both sides, and withinscription in single red colour on front side as required.4 nos Each 68.00 272.0024. Supplying and fixing of asymmetrical beam integrate flood light luminaire aluminumhousing with gray powder coated, aluminum reflector hear registrant toughenedclear glass cover suitable for 150 watt HPSV,T lamp with control gear box pole/wallmounting, boxed prewired with ballast power factor correction capacitor fuse andmain connector, ignitor suitable for 150 watts HPSV flood light and supplying andfixing 150 watts HPSV, T lamp etc. as per direction of Engineer –in-charge andsupplying and fixing suitable angle iron frame fixing on wall/top Corner of godown.Make : Bajaj BGE MF-150 SV (T)/Crompton-FAD-121517 or equivalent in Surya/Philips. 2.00 Each 7680.00 15360.0025. Earthing with G.I. earth pipe 4.5 meter long, 40mm dia including accessories andproviding masonry enclosure with cover plate having lacking arrangement andwatering pipe etc. ( But without charcoal or coke and salt) as required.2.00 Set 1496.00 2992.0026. Extra for using salt and charcoal for pipe earth electrode as required.2.00 Set 475.00 950.00

27. Providing and laying earth connection for earth electrode with 6 SWG dia G.I. wirein 15mm dia G.I. pipe from earth electrode as required.Note:-1) Quantity and Nos. may increase or decrease.2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates.3) Canal water is to be used for construction work4.) The rates are without cement. The cement will be provided by the Department from general store.5) The quantities are for one and two nos. are proposed to be constructed.30.00 Mtr 86.00 2580.00Sub- Total (B) 558600.75Sub-total (A+B) 6482610.63+ 558600.75 7041211.38For two numbers godown Rs.1,40,82,422.76Signature of Contractor With seal

STATE FARMS CORPORATION OF INDIA(A Govt. Of India Undertaking)CENTRAL STATE FARM; SURATGARH-335804 (Raj.)Name of Work =Construction of boundary wall for 27.25 acre area proposed forconstruction of Godown of 80000 MT capacity.G. SCHEDULERates are without cementS.No1.Ref.BSRPWD,2009B-81.34.1Description Qty. Rate AmountSurface dressing of the ground includingremoving vegetation and inequalities notexceeding 15 cm deep and disposal ofrubbish lead up to 50 Mtr and lift up to 1.5Mtr.4248.00 sqm2.5010620.002.B-2,1.8All kind of soilEarth work in excavation in foundationtrenches or drains including dressing of sidesand ramming of bottoms ,lift up to 1.5 Mtr.including taking out the excavated soil anddepositing and refilling of jhiri with wateringand ramming and disposal surplus excavatedsoil as directed with in a lead of 50 mtr. In allkind of soil1146.96 cum103.00118136.88

3. B-143.2.7 Providing and laying in position cementconcrete including curing, compaction etc. ofspecified grade excluding the cost ofcentering and shuttering ,all work up to plinthlevel. In 1:4:8 (1 cement: 4 coarse sand: 8graded stone aggregate 40 mm nominalsize.)159.30 cum 1490.00 237357.004. B-305.1.7 Brick masonary in foundation and plinth withbricks of class designation 75 in cementmortar 1:6 (1 cement :6 coarse sand)5. B-305.2 Brick masonry in foundation and plinth withbricks of class designation 75 in cementmortar 1:6 (1 cement :6 coarse sand)1. Foundation 146.56121.0797.70148.68514.00 cum 1620 832680.00Add extra over item no. 5.1 for brick work insuper structure up to 3 rd storey.651.36cum 1763.00 1148347.686.Half brick masonry in foundation and plinthusing bricks of designation 75 in cementmortar 1:6( 1 cement 6 course sandRef: 5.8.4,B-31330.40 sqm 237.20 78370.887 B-16615.2.3 Providing and laying damp, proof course withcement concrete grade M-150 (1:2:4)mortarprepared with 1% solution of water proof

compound including 2 course of hot blownbitumen (2 Kg per Sqm)complete as perspecification with glass strip 3mm thick at adistance of 1 interval 75 mm thick.8. B-184.2.3 Reinforced cement concrete work in walls(any thickness) including attached pilasters,buttresses ,plinth and string courses, fillets,columns ,pillars, piers ,abutments, posts,and struts etc. up to floor three levelincluding curing ,compaction, finishing withrendering in cement sand mortar 1:3(1cement:3 coarse sand) and making good thejoints excluding cost of centering shutteringand reinforcement .In 1:2:4 (1 cement : 2coarse sand :4 graded stone aggregate20mm nominal size)D.P.C. 295.60 Sqm 113.40 33521.04RCC on Top of wall 48.85 cum 1659.20 81051.929. B-224.13.2 Providing and fabricating reinforcement forR.C.C .work including straightening, cutting,bending, placing in position and binding(Including cost of binding wire ) all completeup to floor three level. Cold twisted deformedbars ( IS:1786Cold twisted deformed bars IS:178610 B-1039.569.60Steel 1.7 % of 45.85 cum 4885 kg 45.00 219825.00150 cm high fencing with angle iron 50x50x6mmplaced at every three meter apart 30cm in groundembedded in cement concrete 1:3:6(30x30x45cm) corner and every tenth post to bestructed with 50x50x6mm angle iron provided with6 horizontal lines and two diagonals of blackbarbed wire between two posts fitted and fixedwith G.I. staples including earth work in

excavation etc complete .Add or deduct for additional or less higher per 10cm on item no. 9.55 to 9.581416.mtr142.00 201072.0011. B-13612.9.2 Plaster on new surface on walls in cement sandmortar 1:6 including racking of joints etc completefine finished 20mm thick.Inner 3256.80 56.80 184986.2412. B-136Plaster on new surface on walls in cement sandmortar 1:6 including racking of joints etc completefine finished 12mm thick.Outer sideTotal13 B-14212.44.1 White washing with lime to give an even shadeincluding all scaffolding new work (3or morecoats). Both face of wall3256.80 46.60 151766.886513.60 Sqm 5.60 36476.1614. B-14312.47.1 Color washing of all shads to give an even shadincluding all scaffolding new work (2 or morecoats.) with a basecoat of white washing withlime. Both face of pillar 759.92 Sqm 7.30 5547.42Sub-total 3339759.101) Quantity and Nos. may increase or decrease.2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates.3) Canal water is to be used for construction work4.) The rates are without cement .The cement will be provided by the Department from the general stores.Signature of Contractor With seal

STATE FARMS CORPORATION OF INDIA(A Govt. Of India Undertaking)CENTRAL STATE FARM; SURATGARH-335804 (Raj.)Name of Work =Construction of Kharanja road for an area of 27.25 acre betweenthe Godown of capacity 10000 MTG.SCHEDULE Rates are without cementS.No Ref. BSRPWD,20091 B-81.34.1Description Qty. Rate AmountSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 Mtr and lift up to 1.5 Mtr all kind of soil.13240 sqm 2.50 33100.002 B-101.41Filling local sand in trenches ,plinth , side of foundation .under flooretc. in layers not exceeding 20 cm in depth consolidating eachdeposited layer by ramming and watering including all leads and lifts.Under pitching 5958.00 cum 77.00 458766.003 B-325.17Dry brick pitching in proper bond with bricks of class designation 751456.401317 1918078.80cumTotal 2409944.80Note:1) Quantity and Nos. may increase or decrease.2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates.3) Canal water is to be used for construction work, if required.4.) The rates are without cement .The cement will be provided by the Department.Signature of Contractor With seal

STATE FARMS CORPORATION OF INDIA(A Government of India Undertaking)CENTRAL STATE FARM; SURATGARH-335804 (Raj.)Construction of Weigh Bridge and officeG.SCHEDULE Rates are without cementS.NO. Details Unit Qty. Rate Amount.1.CUM 41.00 103.00 4223.00B-2,1.8 Earth work in excavation in foundation trenches or drainsincluding dressing of sides and ramming of bottoms ,lift upto 1.5 Mtr. including taking out the excavated soil anddepositing and refilling of Jhiri with watering and rammingand disposal surplus excavated soil as directed with in alead of 50 mtr. in all kind of soil.Earthwork in excavation in foundation trenches.2CUM 13.30 1490.00 19817.00B-143.2.7Providing and laying in position cement concrete includingcuring, compaction etc. of specified grade excluding thecost of centering and shuttering ,all work up to plinthlevel. In 1:4:8 (1 cement:4 coarse sand :8 graded stoneaggregate 40 mm nominal size.)3.B-305.1.74.B-16615.2.25.B-091.39Brick masonry in foundation and plinth with bricks of classdesignation 75 in cement mortar 1:6(1 cement :6 coarse sand)Brick work in foundation.Providing and laying damp ,proof course with cementconcrete grade M-150 (1:2:4)mortar prepared with 1%solution of water proof compound including 2 course ofhot blown bitumen (2 Kg per Sqm) complete as perspecification with glass strip 3mm thick at a distance of 1interval 50 mm thick.Providing and injection Chlopyrifous Emulsifiableconcentrate 20% with 1% concentrate for PRE-CONCTRUCTIONAL. Ant termite as per treatment as perIS 6313 part III as amended from time to time andcreating a continuous chemical barrier under and aroundCUM 28.50 1620.00 46170.00SQM 14.35 113.40 1627.29SQM 66.00 358.00 23628.00

6.B-101.417.B-184.3.18.B-224.13.29B-214.12.210.B-305.1.711B-979.28.1the column pits, wall trenches, basement excavation, topsurface of plinth filling, junction of wall and floor along theexternal perimeter of building expansion joints over thetop surface of consolidated earth of which apron in to belaid surrounding of pipes and conduits etc. complete asper specifications (Plinth floor area only shall be measuredfor payment)Heptachlor E.C. 20 % with 10 % concentration.Filling local sand in trenches ,plinth ,sides of foundationunder floor etc. in layers not exceeding 20 Cm in depthconsolidating each deposited layer by ramming andwatering including all leads and lifts.Reinforced Cement concrete work in beams ,suspendedfloors, roofs girders having slops up to 15 D landings,balconies, shelves, chhajjas, lintels ,bends ,plain windowssills ,stair cases and spiral stair cases up floor three levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement : 3 coarse sand )andmaking good the joints excluding the cost of centering,shuttering and reinforcement with 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominalsize.Providing and fabricating reinforcement for R.C.C .workincluding straightening, cutting, bending, placing inposition and binding (Including cost of binding wire) allcomplete up to floor three level. Cold twisted deformedbars ( IS:1786 )Centering and shuttering with plywood or steel sheet forSuspended floors, roofs, landings stair cases, balconies,girders, cantilevers, bands, coping bed plates, anchorblocks, sills, chhajjas, lintel ,beam etc.Brick masonary in super structure with bricks of classdesignation 75 in cement mortar 1:6 ( 1 cement :6 coarsesandProviding and fixing steel glazed doors windows andventilator with shutters of standard rolled steel sectionjoints mitered and welded with steel lugs 13x3 mm , 10Cm long embedded in cement Concrete block15x10x10cm. of 1:3:6 (1 cement : 3 coarse sand :6graded stone aggregate 20mm nominal size ) or withwooden plugs and screws or rawl plugs and screws withfixing clips or with bolts and nuts as required includingCUM 49.50 77.00 3811.50CUM 19.71 1642.00 32363.82KGs 2365.00 45.00 106425.00Sqm 140.35 137.00 19227.95CUM 29.86 1763.00 52643.18SQM 13.32 1290.00 17182.80

providing and fixing of plain glass panes 4mm thick withcoper glazing clips and special metal beading with screwscomplete including priming coat of approval steel primer,excluding the cost of metal beading and other fittingexceptnecessary hinges of pivots steel handles peg stay etc. asrequired as per IS:1038 Doors.12. Polished Blue kota stone flooring skirting , laid over 20mmB-128 thick11.35.2C base of C.M 1:4 and jointed with grey cement slurry tomatch the shade of the slab including rubbingand polishingcomplete.13B-13612.9.2Plaster on new surface on walls in cement sand mortar 1:6including racking of joints etc complete fine finished 20mmthick.SQM 66.72 490.80 32746.18SQM 140.08 56.80 7956.5414.B-13612.9.3Plaster on new surface on walls in cement sand mortar 1:6including racking of joints etc complete fine finished 12mmthick plaster on new surface 12mm thick.SQM 99.76 46.60 4648.8215.B-14212.44.116B-14312.47.1White washing with lime to give an even shade includingall scaffolding new work (3 or more coats)Color washing of all shads to give an even shad includingall scaffolding new work ( 2 or more coats.) with abasecoat of white washing with limeSQM 140.08 5.60 784.49SQM 99.76 7.30 728.2517 Enamel painting sqm 26.64 35.35 941.72Total 374925.541) Quantity and Nos. may increase or decrease.2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates.3) Canal water is to be used for construction work4.) The rates are without cement .The cement will be provided by the Department from general stores.Signature of Contractor With seal

STATE FARMS CORPORATION OF INDIA(A Govt. Of India Undertaking)CENTRAL STATE FARM , SURATGARHConstruction of main gate & Security Post for godwonG.SCHEDULE Rates are without cement.S.No Particulars Qty. Rate Amount.1. Earth work in excavation in foundation trenches or drainsincluding dressing of sides and raming of bottom, lift upto 1.5 mtr. Including taking out the excavated soil anddepositing and refilling of jhiri with watering & rammingand disposal of surplus excavated soil as directed with inlead of 50 mtr.Ref: B-2(1.8)2. Providing and laying in position cementConcrete including curing,compaction etc. of specifiedgrade excluding the cost of centering and shutting –Allwork up to plinth level.1:4:8 (1 cement :4 coarse sand : 8 graded stoneaggregate 40mm nominal size.Ref: 3.2.7 (B-14)3. Providing and laying in position cementConcrete including curing ,compaction etc.of specifiedgrade excluding the cost of centering and shutting –Allwork up to plinth level.1:1.5:3 (1 cement :1.5 coarse sand :3 graded stoneaggregate 20mm nominal size)Ref: 3.2.2 (B-14)4. Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending cost of binding inposition and binding (including cost of binding wire) allcomplete up to floor three level.Cold twisted deformed bars (IS: 1786Ref: 4.13,4.13.2( B-22)13.93CUM. 103/- 1434.792.68CUM. 1490.00 3993.207.69CUM.1479.00 11373.51951 kG 45.00 42795.00

5.Providing and laying in position cement concrete includingcuring, compaction etc. of specified grade excluding thecost of centering and shuttering ,all work up to plinthlevel. In 1:4:8 (1 cement: 4 coarse sand: 8 graded stoneaggregate 40 mm nominal size6.From N.H 15 to main gate 64.00CUM. 1490.00 95360.00Reinforced cement concrete work in walls (any thickness)including attached pilasters, buttresses ,plinth and stringcourses, fillets ,columns ,pillars, piers ,abutments, posts,and struts etc. up to floor three level including curing,compaction, finishing with rendering in cement sandmortar 1:3(1 cement:3 coarse sand) and making goodthe joints excluding cost of centering shuttering andreinforcement .In 1:2:4 (1 cement : 2 coarse sand :4graded stone aggregate 20mm nominal size)7. Brick masonary in foundation and plinth with bricks ofclass designation 75in :Cement mortar 1:6(1 cement : 6 coarse sand )Add extra over item No.5 .1 for brick work in superstructure up to third storey.ref:5.1,5.1.7,5.2 B-38. Brick masonary in foundation and plinth with bricks ofclass designation 75in :Cement mortar 1:6(1 cement : 6 coarse sand )Add extra over item No.5 .1 for brick work in superstructure up to third storey.Ref:5.1,5.1.7 ( B-30)9. Plaster on new surface on walls i9n cement sand mortar1:6 including racking of joint etc . complete fine finished:12mm thick16.00CUM.6.81CUM.1659.20 26547.201620.00 11032.209.55CUM. 1763.00 16836.65144.24SQM. 46.60 6721.5810. Colour washing of all shades to give an even shadeincluding all scaffolding: New work (two or more coats)with a base coat of white washing with lime.Qty. as per item no.08 Ref: 12.47.1 B-14310.A Providing and fixing steel gate grating and grills made orangles, tees, square bars or other flats black pipe withholdfast and fittings complete as per design and drawing144.24SQM. 7.30 1052.95

including cutting welding and fabrication with priming coatof red oxide.Add extra if square, rectangular hollow tubular sectionsare used. 650 Kg 58.00 37700.0010 B Providing and fixing M.S. sheet single leaf door shutter inangle iron frame 35x35x5mm suitabilly diagonally bracedwith 25x3mm flat iron above and below lock rail of size40x5mm beading extra including two coats of anti –corrosive red oxide primer paint.M.S.Sheet 18 S.W.G.Ref: 9.26,9.26.1 B-9610 C Providing and fixing steel glazed doors windows andventilator with shutters of standard rolled steel sectionjoints mitred and welded with steel lugs 13x3mm ,10 cm.long embedded in cement concrete block 15x10x10cm. of1:3:6 ( 1 cement: 3 coarse sand :6 graded stoneaggregate 20mm nominal size ) or with wooden plugs andscrews or rawl plugs and screws with fixing clips or withbolts and nuts as required including providing and fixingof plain glass panes 4mm thick with coper glazing clipsand special metal sash putty of approved make or metalbeading with screws complete including priming coat ofapproval steel primer, excluding the cost of metal beadingand other fitting except necessary hinges of pivots steelhandles peg stay etc. as required as per IS: 1038.1.80SQM.2.16SQM.1090 1962.001225 2,646.00Sub-Total 259455.081) Quantity and Nos. may increase or decrease.2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates.3) Canal water is to be used for construction work4.) The rates are without cement .The cement will be provided by the Department from general stores.Signature of Contractor With seal

SUMMARY OF THE ABOVE WORKS FOR CONSTRUCTION PROJECT:Sl. Description Schedule amount1. Construction of Godown (Size. 21.80x125.50 M C/C) two nos. at CSF, Suratgarh Near N.H. 15 14082422.762. Construction of boundary wall for 27.25 acre area proposed for construction of Godown of 80000 MT3339759.10capacity3. Construction of Kharanja road for an area of 27.25 acre between the Godown of capacity 10000 MT 2409944.804. Construction of Weigh Bridge and office 374925.545. construction of main gate & Security Post for Godown 259455.08Grand total 20466507.28I/we hereby tender my/our rates……………………………percent) above the rates for works at serial no. 1 to 5.I/we hereby tender my/our rates……………………………percent) below the rates for works at serial no. 1 to 5.H-SCHEDULESignature of Contractor With seal1 The roofing system should be designed to with stand the wind load (as per IS 875 part-3) & Earth quake load(As per ISI 893). The design should also comply with any other relevant IS codes.The steel sheet shall be 3’.0’’ (914 mm) width (tolerance +/-2mm which shall be curved and moulded at siteusing mechanical press and dies to the desired curves and shape to form 2’.0’’ (605 mm) approximately wideinterlocking panels. these panels shall be erected in position and their seams shall be interlocked panels.These panels shall be erected in position and their seams shall be interlocked and pressed to close the seamforming a water tight joint . Minor color chipping/scratching should be rectified by applying Epoxy lacquer.Necessary arrangement including the supply for the installation of fasteners at the end will be there in thescope of the vendor.The installation should be done by mechanized methods. Vendor has to mobilize required number of Hydrafor transportation of sheets and Cranes for the erection of Seamed Sheets.

Adequate precaution shall be taken by the Vendor during the installation process for the safety of theirworkers. Safety belts, helmets and other safety equipments for the execution of job must be used, whereverrequired. Working in height panels installation process shall not be carried out in case of wind velocity at sitelocation is above 22 K.M./ Hrs.The material of galvalume steel shall have the following specifications:(a) MaterialImported Galvalume sheets with coating of Aluminum, Zinc and Silicon with following percentage:Aluminum 55%Alloy Coated High Tensile steel.Zinc: 43.5%Silicon 1.5%(b) Technical detailsi. Standard- color Coated GALVALUME steel complying to ASTM A 792ii. Base Metal Thickness -1.00 mm (Tolerance as +/-0.02mm)iii. Alloy Coating – AZ 150 (Aluminum 55%,Zinc 43.5%,Silicon 1.5%.iv. Yield strength -350mv. Paint Coating- Coating Mass of AZ-150 Regular modified Polyester Top Coat 25 Micron & BottomCoat 12 Micron.vi. Color pattern- Combination of two colors (Ratio 50% each )(C) Inspection and testingOnce the material is received by the agency in India the same will be inspected by the inspection team ofSFCI and samples shall be drawn from the same.Before the sheet is used for roofing at site, these samples will be tested at a reputed laboratory for thefollowing:i. Thickness - 1.00mmii. Top coating- 25 micron & bottom coat. 12 microniii. Yield/Tensile Strength 350 mCharges for the same if any shall be born by the agency/contractor.Besides this the agency also need to submit the material test report from the steel mill supplier for eachsteel coil.(d) Fixtures-: The fixtures like anchor fasteners. Standard Light Hungers. Turbo ventilators ,and skylightsshall be designed to suit the requirement of SFCI Each godowns to have a combination of Turbo Ventilator(Aluminum) of size 24 inches Capacity 2200 CFM, with a Skylight of 2mm .Thick polycarbonate sheet ofsize 2 foot x 7 foot, to be installed at a distance of 30 foot along the length of the building.TESTING OF MATERIAL:Thicknessi. Tensile strengthii. Coating Mass AZ 150Testing charges: If any, shall be born by the agency.STANDARDS: - The Galvalume Steel Suppler shall be ISO certified and shall follow International standard forGalvalume sheet roofing.Fixture:- The fixtures like fasteners, turbo ventilators translucent sheets shall be designed to suit therequirements of SFCI.

2. N.S. Item Supplying & fixing Galvalume sheets roofing 1mm thick round shape with turboventilators as per specifications at Serial No.01 above -.for two godowns of 5000 MT3631.20 Sqm7262.40 SqmRate offered by the contractor per sq. meter:……………………………………………Signature of Contractor With seal