7.Saras to Nagla Chandmari and upto Nagla Gopal Road construction Work

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: ACE PWD ZONE BHARATPUR

Name of Work: Saras to Nagla Chandmari and upto Nagla Gopal Road construction Work

Contract No : 16/2025-26 (7)

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

0_);\(0\) Saras to Nagla Chandmari and upto Nagla Gopal Road construction Work

0;[Re1]0 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. 2.6 Hect. 12513 5 Excess(+) Full Conversion INR INR Thirty Two Thousand Five Hundred & Thirty Three and Paise Eighty Only

0;[Re2]0 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 70.31 Cum 632 Excess(+) Full Conversion INR INR Forty Four Thousand Four Hundred & Thirty Five and Paise Ninety Two Only

0_);\(0\) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 3230 Cum 31 Excess(+) Full Conversion INR INR One Lakh One Hundred & Thirty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re4]0 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet compacted to meet requirement of Table 300-2 with lead 10 Km as per MoRTH Specification Clause 305.3 6445 Cum 119.95 Excess(+) Full Conversion INR INR Seven Lakh Seventy Three Thousand &Seventy Seven and Paise Seventy Five Only

0;[Re5]0 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 3818.63 Cum 882 Excess(+) Full Conversion INR INR Thirty Three Lakh Sixty Eight Thousand &Thirty One and Paise Sixty Six Only

0_);\(0\) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. 1262.5 Cum 1147 Excess(+) Full Conversion INR INR Fourteen Lakh Forty Eight Thousand &Eighty Seven and Paise Fifty Only

0;[Re7]0 Extra rate for carriage of mixed by mechanical means with 1 km lead from in item 4.6 2nd Km. to 10th Km 1262.5 Cum/P.Km 45 Excess(+) Full Conversion INR INR Fifty Six Thousand Eight Hundred & Twelve and Paise Fifty Only

0;[Re8]0 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 5050 Sqm 31 Excess(+) Full Conversion INR INR One Lakh Fifty Six Thousand Five Hundred & Fifty Only

0_);\(0\) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 11000 Sqm 11 Excess(+) Full Conversion INR INR One Lakh Twenty One Thousand Only

0;[Re10]0 Tack Coat using Bitumen (VG-10) Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 to 0.50 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008. 0_);\(0\) Sqm 0_);\(0\) Excess(+) Full Conversion INR INR Fifty Seven Thousand Only

0;[Re11]0 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) 840 Cum 6852 Excess(+) Full Conversion INR INR Fifty Seven Lakh Fifty Five Thousand Six Hundred & Eighty Only

0_);\(0\) Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) 420 Cum 7925 Excess(+) Full Conversion INR INR Thirty Three Lakh Twenty Eight Thousand Five Hundred Only

0;[Re13]0 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 1947.38 Cum 2715 Excess(+) Full Conversion INR INR Fifty Two Lakh Eighty Seven Thousand One Hundred & Thirty Six and Paise Seventy Only

0;[Re14]0 Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) 3875 Cum 5500 Excess(+) Full Conversion INR INR Two Crore Thirteen Lakh Twelve Thousand Five Hundred Only

0_);\(0\) Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 0_);\(0\) Kg 0_);\(0\) Excess(+) Full Conversion INR INR Two Lakh Ninety One Thousand Six Hundred & Twenty Five and Paise Eighteen Only

0;[Re16]0 "Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 " 6250 Sqm 917 Excess(+) Full Conversion INR INR Fifty Seven Lakh Thirty One Thousand Two Hundred & Fifty Only

0;[Re17]0 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil 5602 Cum 178 Excess(+) Full Conversion INR INR Nine Lakh Ninety Seven Thousand One Hundred & Fifty Six Only

0_);\(0\) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2103 P.C.C grade M 15 Nominal mix 1:3:6 657 Cum 3334 Excess(+) Full Conversion INR INR Twenty One Lakh Ninety Thousand Four Hundred & Thirty Eight Only

0;[Re19]0 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 25 1728.75 Cum 3940 Excess(+) Full Conversion INR INR Sixty Eight Lakh Eleven Thousand Two Hundred & Seventy Five Only

0;[Re20]0 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 86.85 MT 92000 Excess(+) Full Conversion INR INR Seventy Nine Lakh Ninety Thousand Two Hundred Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class "B" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect. for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 700mm x 70mm 250 Sqm 1223 Excess(+) Full Conversion INR INR Three Lakh Five Thousand Seven Hundred & Fifty Only

0;[Re22]0 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 170 Rmt 736 Excess(+) Full Conversion INR INR One Lakh Twenty Five Thousand One Hundred & Twenty Only

0;[Re23]0 Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:4 cement mortar 138 Cum 3985 Excess(+) Full Conversion INR INR Five Lakh Forty Nine Thousand Nine Hundred & Thirty Only

0_);\(0\) "Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) " 75.24 Cum 3515 Excess(+) Full Conversion INR INR Two Lakh Sixty Four Thousand Four Hundred & Sixty Eight and Paise Sixty Only

0;[Re25]0 "Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 " 800 Sqm 145 Excess(+) Full Conversion INR INR One Lakh Sixteen Thousand Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re26]0 "Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick " 184 Sqm 370 Excess(+) Full Conversion INR INR Sixty Eight Thousand &Eighty Only

0_);\(0\) Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth 318.75 Cum 178 Excess(+) Full Conversion INR INR Fifty Six Thousand Seven Hundred & Thirty Seven and Paise Fifty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re28]0 "Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) " 15.63 Cum 3334 Excess(+) Full Conversion INR INR Fifty Two Thousand One Hundred & Ten and Paise Forty Two Only

0;[Re29]0 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M 125 Rmt 12089 Excess(+) Full Conversion INR INR Fifteen Lakh Eleven Thousand One Hundred & Twenty Five Only

0_);\(0\) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia 312.5 Rmt 736 Excess(+) Full Conversion INR INR Two Lakh Thirty Thousand Only

0;[Re31]0 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801

0;[Re1]0 900 mm equilateral triangle 8 No. 5765 Excess(+) Full Conversion INR INR Forty Six Thousand One Hundred & Twenty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) 600 mm circular 8 No. 5050 Excess(+) Full Conversion INR INR Forty Thousand Four Hundred Only

0;[Re3]0 800 mm x 600 mm rectangular 7 No. 7161 Excess(+) Full Conversion INR INR Fifty Thousand One Hundred & Twenty Seven Only

0;[Re4]0 600 mm x 450 mm rectangular 8 No. 4917 Excess(+) Full Conversion INR INR Thirty Nine Thousand Three Hundred & Thirty Six Only

0_);\(0\) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board 7.2 Sqm 13272 Excess(+) Full Conversion INR INR Ninety Five Thousand Five Hundred & Fifty Eight and Paise Forty Only

0;[Re6]0 Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH specification Clause 811.3. 785 Rmt. 3105 Excess(+) Full Conversion INR INR Twenty Four Lakh Thirty Seven Thousand Four Hundred & Twenty Five Only

0;[Re7]0 Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 8 No. 5832 Excess(+) Full Conversion INR INR Forty Six Thousand Six Hundred & Fifty Six Only

0_);\(0\) Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 1 No. 10605 Excess(+) Full Conversion INR INR Ten Thousand Six Hundred & Five Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re9]0 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 2 No. 9069 Excess(+) Full Conversion INR INR Eighteen Thousand One Hundred & Thirty Eight Only

0;[Re10]0 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 1410 Sqm 500 Excess(+) Full Conversion INR INR Seven Lakh Five Thousand Only

0_);\(0\) Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 934 Nos. 266 Excess(+) Full Conversion INR INR Two Lakh Forty Eight Thousand Four Hundred & Forty Four Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re12]0 "Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic " 30 Rmt. 3555 Excess(+) Full Conversion INR INR One Lakh Six Thousand Six Hundred & Fifty Only

0;[Re13]0 Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 2 No. 9847 Excess(+) Full Conversion INR INR Nineteen Thousand Six Hundred & Ninety Four Only

0_);\(0\) Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect. 8 No. 4535 Excess(+) Full Conversion INR INR Thirty Six Thousand Two Hundred & Eighty Only

0;[Re15]0 Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH : 5 No. 2260 Excess(+) Full Conversion INR INR Eleven Thousand Three Hundred Only

0;[Re16]0 Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. 20 No. 840 Excess(+) Full Conversion INR INR Sixteen Thousand Eight Hundred Only

0_);\(0\) "Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7. Watering to plants. 8.Maintenance of plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. ""Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years." 300 No. 1540 Excess(+) Full Conversion INR INR Four Lakh Sixty Two Thousand Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

Total in Figures INR Seven Crore Thirty Five Lakh Twenty Three Thousand Two Hundred & Seventy Four and Paise Ninety Three Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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