Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Composite Schemes Of Hilly Areas Retrofitting Of Rajouri District For Execution Of Jal Jeevan Mission Jjm Works Costing More Than 50 Lakhs Upto 100 Lakhs- 1 Dismanttling of bituminous premixed road surfaces including demolition of WBM (in layers) & subbase, stacking of serviceable material , for earth work in excavation for pipe laying and restoration of damaged portion of road to match the existing specifications of the road after pipe laying and back filling ( To be paid separately) 2 Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc(not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 80% all kinds of soil & 20% Ordinary rock 3 Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth ,1.5 mtr in width as well as, 10 sqm on plan) including disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer incharge80% all kinds of soil & 20% ordinary rock Note :- Extra for in or under water and / or liquid mud including pumping out water as required, shall be paid @ 20% of the quoted rate of the item per metre depth. the extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these conditions. The unit namely metre depth, to be considered for payment, shall be the depth measured from the subsoil water level upto the centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre, 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 4 Filling available excavated earth (excl. rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm depth,consolidation each deposited layer by ramingand watering, lead upto 50 mtr and lift upto 1.5 mtr 5 Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) 6 Providing and laying in position cement concrete of 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone agg.20 mm nominal size ) excluding cost of centering and shuttering –All work upto plinth level(using crushed stone agg.) 7 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge Note:- Cement in this item is @ 330 Kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works below plinth level such as bed slab , Gola etc. 8 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge Note:- Cement in this item is @ 330 Kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V levelas in Walling , beams etc. 9 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge Note:- Cement in this item is @ 330 Kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works including arches , domes, vaults upto 6 mtr span etc. 10 Cement concrete flooring 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry but excluding the coast of nosing of steps etc complete. 50 mm thick with 20 mm nominal size stone agg. (using crusher stone agg.) 11 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more 12 Centering and Shuttering including strutting, propping etc. and removal of formwork for:- 13 a) Foundation, footings bases of columns etc. for mass concreteNote :- Extra for centering and shuttering shall be paid @ 20% in case of circular work of the respective centering and shuttering item. 14 b) Walls (any thickness) incl. attached pilasters, buttresses, plinth and string courses etc Note :- Extra for centering and shuttering shall be paid @ 20% in case of circular work of the respective centering and shuttering item. 15 c) Arches, domes, vaults upto 6m span 16 d) Lentil beams, plinth beams , girders, bressmers and cantilevers Note :- Extra for centering and shuttering shall be paid @ 20% in case of circular work of the respective centering and shuttering item. 17 15mm cement plaster on the rough side of single or half brick wall finished with a floating coat ofneat cement of 1:3 (1: cement :3 coarse sand) 18 15mm cement plaster on the rough side of single or half brick wall finished with a floating coat ofneat cement of 1:4 (1: cement :3 coarse sand) 19 Extra for plastering on circular work not exceeding 6 mtrs.in radius 20 Finishing Walls with water proofing cement paint of Approved brand and manufacture and of required Shade to give an even shade new work (two or more coats) applied @ 3.84kg/10Sqm. 21 Providing & fixing 1 mm thick M.S steel door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners are necessary fitting complete including applying a priming coat of approved steel primer ( using M.S angles 40x40x6mm for diagonal braces) 22 Providing and mixing of waterproofing material of approved make in cement concrete @ 1 Kg/50 Kg of cement 23 Providing & incorporating (during concreating) GP Sheet strip water seal 1.25mm (nominal) thick and 200 mm wide construction joints including jointing of ends so as to form continuous barriers area excluding laps to be measured. 24 Supplyand fixing of UPVC air bend 45 degree (110mm dia) 25 Steel work welded in buit up sections / framed work, including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer using structural steel etc as required. In gratings , frames , guard bar , ladder , railings , brackets , gates and similar works. 26 Laying, fitting, of New Pipelines of Galvanised Iron / ductile iron pipe including labour for fixing and fitting of GI / DI specials as per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, completeas per the directions of the engineer in charge. 27 a) 80 mm dia (m) 28 b) 80 mm dia (L) 29 c) 65 mm dia (L) 30 d) 50 mm dia 31 e) 40 mm dia 32 f) 32 mm dia 33 g) 25 mm dia 34 h) 20 mm dia 35 i) 15 mm dia 36 Making connection of G.I distribution branch with G.I main of following sizes by fixing Tee and union including cutting and threading the pipe etc. complete 37 a) 25 to 40 mm nominal bore 38 b) 50 to 80 mm nominal bore 39 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end) BIS specifications. 40 a) 80 mm dia 41 b) 65 mm dia 42 c) 50 mm dia 43 d) 40 mm dia 44 e) 32 mm dia 45 f) 25 mm dia 46 g) 20 mm dia 47 Providing and fixing gun metal non-return valve of approved quality (screwed end) BIS specifications. 48 a) 80 mm dia 49 b) 65 mm dia 50 Arc Welding as in manifolds including transportation of electric welding set at site along with complete arrangment of electric supply including generator set and cost of welding rods. 51 Providing and installation of Sign Boards at Jal Shakti (PHE) Structures / stations including , priming , painting and writing on Sign Board of size (8 x 6)feet, with 1.25 mm PBI sheet fitted and supported with50x50x6 mm angle iron frame and 50 x 6 mm flat iron complete all as directed by Engineer - in- charge. 52 Providing, installation, testing and commissioning of Submersible pump sets of -5000 GPH x 60 mtrs. head (01 No. working + 01 No. standby) including column pipe of suitable size along with allied electro-mechanical works at proposed T/well. Design, fabrication, installaiton, testing & commissioning of fully automatic cum manual LT control panelfor submersible pump along with allied works and insulation rubber mats on hte floor as per IS: 15652:2006..Providing, fitting, installation and testing of 03 ton capacity chain block (Electrically operated ) for extraction & lowering of submersible pumpset. . 53 Providing, installation, testing and commissioning of 8000 GPH x 275 Mtr Head 02 nos. (01 no. working + 01 no. standby) HC pumpsetsalong with other allied works. Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with automation and other allied works. 54 Providing, installation, testing and commissioning of 3000 GPH x 250 mtr Head 02 nos. (01 no. working + 01 no. standby) HC pumpsetsalong with other allied works. Design, fabrication, installation, testing & commissioning of LT Control Panels for 02 nos. HC pumpsets along with automation and other allied works. 55 Providing, fitting, installation and testing of 05 toncapacity motorisedchain hoist with hook suspension (Electrically operated ) including provision for gantry etc complete for extraction & lowering of submersible pumpset. . 56 Installation of Functional Household Tap Connection; the work shall consist of laying of requisite pipes and brass ferrule including boring and tapping the main GI pipe line with beside providing and fitting of brass bib cockcomplete(The brass ferrule brass bib cock shall be as per IS specification with approval of EIC and shall be provided by the contractor) 57 Providing, installation of 6 kg Co2 type fire extinguisher manufactured as per IS : 15683 of 2006 withis mark and comply with DGMS 58 Supply and dumping of soling stone in horizontal on levels size ( 150 mm to 250 mm ± 20 mm) 59 Carriage of Sand and stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading for an. 60 a) Average 35 km 61 b) Average 60 km 62 c) Average75 km 63 Carriage of Sand and stone aggregate upto 20 mm by manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an. 64 a) Average 2000 mtr 65 b) Average 4000 mtr 66 c) Average 6000 mtr 67 d) Average8000 mtr 68 Carriage of Stone aggregate above 40mm (Crushed)by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an. 69 a) Average 35 km 70 b) Average 60 km 71 c) Average75 km 72 Carriage of Stone aggregate above 40mm (Crushed)by manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an. 73 a) Average 2000 mtr 74 b) Average 4000 mtr 75 c) Average 6000 mtr 76 d) Average8000 mtr 77 Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading for an. 78 a) Average 35 km 79 b) Average 60 km 80 c) Average75 km 81 Carriage of Soling stone/ boulders by manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading for an. 82 a) Average 2000 mtr 83 b) Average 4000 mtr 84 c) Average 6000 mtr 85 d) Average8000 mtr 86 Carriage of Cement from source to site of workby Mechanical Transportincluding cost for loading and unloading for an. 87 a) Average 35 km 88 b) Average 60 km 89 c) Average75 km 90 Carriage of Cement from source to site of workby manual meansincluding cost for loading and unloading for an. 91 a) Average 2000 mtr 92 b) Average 4000 mtr 93 c) Average 6000 mtr 94 d) Average8000 mtr 95 Carriage of Steelfrom source to site of workby Mechanical Transportincluding cost for loading and unloading for an. 96 a) Average 35 km 97 b) Average 60 km 98 c) Average75 km 99 Carriage of Steel from source to site of workby manual means including cost for loading and unloading for an. 100 a) Average 2000 mtr 101 b) Average 4000 mtr 102 c) Average 6000 mtr 103 d) Average8000 mtr 104 Carriage ofG.Ipipes from District/Divisional stores by Mechanical Transport to site of work including cost for loading and unloading for an. 105 a) Average 35 km 106 b) Average 60 km 107 c) Average75 km 108 Carriage of G.Ipipes by manual means from dumping place (to be identified by engineer in charge) to site of work including loading and unloading.for an . 109 a) Average 2000 mtr 110 b) Average 4000 mtr 111 c) Average 6000 mtr 112 d) Average8000 mtr
