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| 1 | I-WATER TROUGH |
| 2 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in hard stiff clay, stiff block cotton hard red earth and earth mixed with small size boulders and hard gravelly soil SS20B for foundation |
| 3 | Refilling with M-Sand |
| 4 | Cement concrete 1:4:8 using 40mm size metal |
| 5 | Concrete broken stone (20 mm size) in cement mortar for plain concrete 1:2:4 / 10 m3 (Sl.No 127) |
| 6 | Brick work in cement mortar 1:5 (One cement and five sand using second class table molded chamber burnt bricks of size Masonry projection wherever necessary for obtaining required elevation should be done without cost) For foundation |
| 7 | Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick – 10 m2 (Sl.No. 306) |
| 8 | Cement mortar 1:6 for flooring |
| 9 | II-FEED TROUGH |
| 10 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in hard stiff clay, stiff block cotton hard red earth and earth mixed with small size boulders and hard gravelly soil SS20B for foundation |
| 11 | Refilling with M-Sand |
| 12 | Cement concrete 1:4:8 using 40mm size metal |
| 13 | Concrete broken stone (20 mm size) in cement mortar for plain concrete 1:2:4 / 10 M3 (Sl.No 127) |
| 14 | Brick work in cement mortar 1:5 (One cement and five sand using second class table molded chamber burnt bricks of sizeMasonry projection wherever necessary for obtaining required elevation should be done without cost) For foundation |
| 15 | Plastering with CM (1:4) 12mm thick including cost and conveyance of all materials and all labour charges etc.complete |
| 16 | Cement mortar 1:6 for flooring |
| 17 | III-ANIMAL TREATMENT KRAAL |
| 18 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in hard stiff clay, stiff block cotton hard red earth and earth mixed with small size boulders and hard gravelly soil SS20B for foundation |
| 19 | Refilling with M-Sand |
| 20 | Cement concrete 1:4:8 using 40mm size metal |
| 21 | Concrete broken stone (20 mm size) in cement mortar for plain concrete 1:2:4 / 10 m3 (Sl.No 127) |
| 22 | Supply and fixing of 75x75x5mm MS L Angle |
| 23 | Supply and fixing of 50x6 mm MS Flat Bars |
| 24 | Supply of 6mm dia road for Joining |
| 25 | Petty iron works for truss stops etc., wrought and fixed labour only |
| 26 | Chain Link - 2” x 2” using 10 Gauge Galvanised Iron Wire (of all sizes) |
| 27 | Supply of 6mm dia road for Joining |
| 28 | Painting two coats with ready mixed paint of approved brand and colour over one primer on new iron work |
| 29 | IV-THATCHED SHED |
| 30 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts |
| 31 | Refilling with M-sand |
| 32 | Plain cement concrete 1:4:8, using 40mm size jelly |
| 33 | Plain cement concrete 1:2:4 using 20mm size hard broken stone excluding cost of reinforcement and centering charges asper standard specification |
| 34 | Supply of GI Pipefor column Medium (B-Class) Thickness Weight |
| 35 | Labour Charges for petty iron works truss |
| 36 | Painting with enamel paint for two coat over one coat primer with approved paint |
| 37 | Providing required bamboo reaper at 15cm intervals and laying double cadjan leaf roofing over with dey grass roofing 15 cm to 20 cm, coconut coir rope, Kasangu(Binding materials for dry grass) including materials, Labour charges, Transporting charges, etc., complete work coloured cement (20mm thick tiles) |
| 38 | V-BOUNDRY FENCING |
| 39 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in hard stiff clay, stiff block cotton hard red earth and earth mixed with small size boulders and hard gravelly soil SS20B for foundation |
| 40 | Refilling with M-Sand |
| 41 | Cement concrete 1:4:8 using 40mm size metal |
| 42 | Cement mortar 1:6 |
| 43 | Supply and fixing of 75x75x5mm MS L Angle |
| 44 | Supply and fixing of 50x6 mm MS Flat Bars |
| 45 | Supply of 8mm dia road for Joining |
| 46 | Petty iron works for truss stops etc., wrought and fixed labour only |
| 47 | Chain Link - 2” x 2” using 10 Gauge Galvanised Iron Wire (of all sizes) |
| 48 | Labour Charges for fixing chain link |
| 49 | Random rubble masonary in cement mortar 1:6 for Super structure |
| 50 | Painting two coats with ready mixed paint of approved brand and colour over one primer on new iron work |
| 51 | VI-SPRINKLER SYSTEM |
| 52 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in foundation |
| 53 | Refilling with M-Sand |
| 54 | Plain cement concrete 1:4:8, using 40mm size jelly |
| 55 | Supply and erection of steel centering for plane surface of plinth Beams,column,roof beam, slab |
| 56 | Supplying, fabricating and placing in position of MS/RTS roads for RCC plinth beam |
| 57 | Reinforced cement concrete 1:2:4 using 20mm size hard broken stone excluding cost of reinforcement and centering charges asper standard specification |
| 58 | Plastering with CM (1:4) 12mm thick including cost and conveyance of all materials and all labour charges etc.complete |
| 59 | GI Pipe (25mm dia pipe) |
| 60 | VII-DESILTING OF PERCOLATION POND |
| 61 | Clearing scrub Jungle Growth on existing top Bund side |
| 62 | Earth work excavation in all soil except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 meters deploying earth moving machines and tippers including benching formation of bunds, breaking rods, sectioning etc., completed.(W-0085) |
| 63 | VIII-DEER SAFARI ROAD |
| 64 | Milling of existing damaged bituminous layers with upto depth of average 50mm average using with suitable milling machine with adequate men and machineries, including lead of upto 5km away from the milling portions as directed by the Engineer. |
| 65 | Wet Mix Macadam (Table:400-13): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406) |
| 66 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 503, 900 of MORTH Vth Revision - over granular surfaces treated with primer |
| 67 | Providing and laying 30mm compacted thick semi dense bituminous mecadam using 0.189 cum of 11.20mm metal 0.115cum ot 6.70mm mrtal and 063cum of 2.80 mm below metal the aggregate heated to 170 degree celcious in the central hot mix plant mixed well with 30.00kgs of hot bitumen (160 degree celcious)60/70 grade for premising pe 10 Sqm. to lay 30mm compacted thick of SDBC including the cost of materials and convenyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature on central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required for uniform thickness of 30mm width mechanical paver to the spcified grades and cross section and compaction by 80-100 KN power roller to the required density etc., including labour charges. |
| 68 | IX-STONE PACKING |
| 69 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts |
| 70 | Refilling with M-sand |
| 71 | Random Rubble Masonry with cement mortafor 1:5 for super structure |
| 72 | X-U-DRAIN |
| 73 | SDR - (Not requiring blasting) Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in soft disintegrated rock, soft rock, laterite or Kankar not requiring blastingand Add 100% extra for Narrow excavation. |
| 74 | Supply and filling M-sand in foundation |
| 75 | Providing Plain cement concrete 1:3:6 (metal concrete) using 40mm metal jelly for foundation |
| 76 | Supply and erection of steel centering for plane surface of CC drain |
| 77 | supplying, fabricating and placing in position of MS/RTS roads for for side wall |
| 78 | Providing Plain cement concrete 1:2:4 (lean concrete) using 20mm metal jelly for foundation and maintain 3% slope |
| 79 | Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. |
| 80 | XI-ENGAGING LABOURS FOR CUTTING AND REMOVAL OF OLD TREES AND WEEDS CLEARING |
| 81 | Engaging Labours for cutting and removal of old tress and weeds clearing in in deer and lion safari. |
| 82 | Engaging JCB for cutting and removal of old tress and weeds clearing in in deer and lion safari. |
| 83 | XII-CEMENT CONCRETE PLATFORM |
| 84 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts in hard stiff clay, stiff block cotton hard red earth and earth mixed with small size boulders and hard gravelly soil SS20B for foundation |
| 85 | Supply and filling M-sand in foundation |
| 86 | Providing Plain cement concrete 1:3:6 (metal concrete) using 40mm metal jelly for foundation |
| 87 | Providing Plain cement concrete 1:2:4 (lean concrete) using 20mm metal jelly for foundation and maintain 3% slope |
| 88 | XIII-SAFARI ENTRACE ARCH |
| 89 | Earth work excavating and depositing on bank with initial lead of 10mt. And initial lift of 2mts |
| 90 | Refilling with M-sand |
| 91 | Plain cement concrete 1:4:8, using 40mm size jelly |
| 92 | Supply and erection of steel centering for plane surface of plinth Beams,column,roof beam, slab |
| 93 | Supplying, fabricating and placing in position of MS/RTS roads for RCC plinth beam |
| 94 | Reinforced cement concrete 1:2:4 using 20mm size hard broken stone excluding cost of reinforcement and centering charges asper standard specification |
| 95 | Random Rubble Masonry with cement mortafor 1:5 for super structure |
| 96 | Brick work in cement mortar 1:5 (One cement and five sand using second class table molded chamber burnt bricks of sizeMasonry projection wherever necessary for obtaining required elevation should be done without cost) For foundation |
| 97 | Plastering with CM (1:4) 12mm thick including cost and conveyance of all materials and all labour charges etc.complete |
| 98 | Paintingone coat oil paint and two coat mural or colour painting of approved quality and over a white cement with with bases priming coat for new wall |
| 99 | Sambar deer sculpture (FRP/Cement -4 Nos and Two Big Size and two small size) |
| 100 | XIV-MOBILE FENCING |
| 101 | 3\" MS Pipe |
| 102 | Supply of Chain Link - 1” x 1” using 10 Gauge Galvanised Iron Wire (of all sizes) |
| 103 | Labour charges for fixing of chain link |
| 104 | 3\" MS Pipe |
| 105 | Concrete broken stone (20mm size) in cement mortar for plain concrete 1:2:4 for Concrete Block |
| 106 | Painting two coats with ready mixed paint of approved brand and colour over one primer on new iron work |
| 107 | XV-PUF ROOF PANNEL |
| 108 | Providing and Fixing of polyurethane foam for Sloped roofas thermal insulation panels or Sandwich insulated panels with external 0.50mm total coated thickness pre painted Galvalume sheet with trapezoidal roofing profile having crest height of 38mm at every 333mm span , whereas internal 0.50mm total coated thicknesspre painted galvanized iron sheet with micro ribbedprofile and the insulation material will be chlorofluorocarbon and hydro chlorofluoro carbon free , high performance rigid polyurethane foam (PUF) conforming to IS 12436 having density not less than 40±2Kg/M3,Thermal conductivity (K-Value) 0.024 W/m.K measured at 10 degree C mean temperature along with necessary flashings such as L flashing, C flashing etc& accessories such as screws ,fastners ,sealants etc for fixing the panel etc., complete complying with standard specification. |
| 109 | XVI-MAINTENANCE OF CHECK DAM |
| 110 | Earthworkexcavatingand depositingonbankwithinitial leadof10mt.Andinitialliftof 2mtsinHardgravellysoilfor foundation |
| 111 | Supply and erection of steel centering for plane surface of plinth beams, column, roof beam, slab. |
| 112 | C.C.(1:2:4) using 20 mm HBG metai concrete mixture for all works including cost and conveyance of all material and all labour charges etc.complete but excluding seignorage charges. |